Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
C2022-234 - 10/11/2022 - Approved
DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 0 °b�nnwo�Ay"v 1852 00 52 23 AGREEMENT This Agreement, for the Project awarded on October 11, 2022, is between the City of Corpus Christi (Owner) and CPC Interests LLC dba Clark Pipeline Services LLC (Contractor). Owner and Contractor agree as follows: ARTICLE 1—WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Proiect No. E12103 Proiect Name: Leopard St. (Crosstown Expressway to Palm Dr.) Bond 2012 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: HDR Engineering, Inc. 555 N Carancahua St.Suite 1600 Corpus Christi,TX 78401 samuel.saldivar@hdrinc.com 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel,Assistant Director of Construction Management 1201 Leopard Street Corpus Christi,TX 78401 BrettVH@cctexas.com ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 460 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions within 495 days after the date when the Contract Times commence to run. B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions. Agreement 005223-1 Project No. E12103 Leopard St. (Crosstown Expressway to Palm Dr.) Bond 2012 Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Milestones, and the dates for completion of each, are as defined in Section 0135 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner$1,500.00 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner$800.00 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 0135 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4—CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 15.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ 7,829,874.22 ARTICLE 5—PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 17 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. Agreement 005223-2 Project No. E12103 Leopard St. (Crosstown Expressway to Palm Dr.) Bond 2012 Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus the retainage listed below and properly stored materials will be made prior to Substantial Completion. 1. The standard retainage is 5 percent. C. Payment will be made for the amount determined per Paragraph 5.02.13, less the total of payments previously made and less set-offs determined in accordance with Paragraph 17.01 of the General Conditions. D. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 17.01 of the General Conditions and less 200 percent of OAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 17.16 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6—INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. Invoices must comply with Article 17 of the General Conditions. 6.02 Except as specified in Article 5, the Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7—CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site-related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; Agreement 005223-3 Project No. E12103 Leopard St. (Crosstown Expressway to Palm Dr.) Bond 2012 Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents,and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. M. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER'S INDEMNITEES IN ACCORDANCE WITH PARAGRAPH 7.14 OF THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS. Agreement 005223-4 Project No. E12103 Leopard St. (Crosstown Expressway to Palm Dr.) Bond 2012 Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 ARTICLE 8—ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 15.01 of the General Conditions and as may be necessary for proper financial management under this Agreement. Subject to prior written notice,the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions,drawings, receipts,vouchers, memoranda,and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Solicitation documents. 2. Specifications, forms, and documents listed in SECTION 00 0100 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Addenda. 5. Exhibits to this Agreement: a. Contractor's Bid Form. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. Agreement 005223-5 Project No. E12103 Leopard St. (Crosstown Expressway to Palm Dr.) Bond 2012 Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI DocuSigned by DocuSigned by: � 11/7/2022 11/4/2022 Rebecca Huerta Jeffrey Edmonds, P.E. City Secretary Director of Engineering Services Res 032889 AUTHORIZED 10-11-2022 APPROVED AS TO LEGAL FORM: BY COUNCIL DS LDocuSigned by:n MA&1«r 11/3/2022 �Cl/ FJ3A F Assistant City Attorney ATTEST(IF CORPORATION) c'* 711 �? 11/2/2022 3S8A785F4FD._. (Seal Below) By: Nilesh Patel Note: Attach copy of authorization to sign if Title: Project Manager person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief 6229 Leopard Street Financial Officer Address Corpus Christi Texas 78409 City State Zip 361-929-5822 N/A Phone Fax npatel@clarkpipeline.com EMail END OF SECTION Agreement 005223-6 Project No. E12103 Leopard St. (Crosstown Expressway to Palm Dr.) Bond 2012 Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 00 30 01 BID FORM BASE BID 1(HMAC) Project Name: Leopard Street from Palm Drive to Crosstown Expressway(Bond 2012) Project Number: E12103 Owner: City of Corpus Christi OAR: TO BE DETERMINED Designer: HDR Engineering,Inc.(F-754) By its signature below,Bidder accepts all of the terms and conditions of the Bid Acknowledgement,acknowledges receipt of all Addenda to the Bid and agrees,if this Bid is accepted,to enter into a Contract with the Owner and complete the Work in accordance with the Contract Documents for the Bid price. Bidder: CPC Interests LLC DBA Clark Pipeline Services LLC (full legal name of Bidder) Signature: (signature of person with authority to bind the Bidder) Name: Nilesh Patel (printed name o (p f person signing Bid Form) Title: Project Manager (title of person signing Bid Form) Attest: ( / U p (signature) State of Residency: Texas Federal Tx ID No. 27-3412205 Address for Notices: 6229 Leopard Street Corpus Christi,Texas 78409 Phone: 361-929-5822 Email: npatel@clarkpipeline.com 05/10/22 05/10/22 *: ...,.:* A 2"t E $!.-1............... c*i r A riv a is r r r , .... $JUSTIN AARON GE w a'9S4 rt n,ut cif .134885i� �I be n.o« � r,h,rvd; J+"„�U,.M-t�•..,;: kern. +>~.�C '��t'� t+sd4 ADDENDUM 1 Bid Form 00 30 01-Page 1 of 10 Leopard St.-Palm Drive to Crosstown Expressway(Bond 2012)(Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM BID TOTALS HMAC BASE BID Total PART A-GENERAL $527,747.44 PART B-STREET IMPROVEMENTS $3,272,017.82 PART C- RTA IMPROVEMENTS $105,376.00 PART D-ADA IMPROVEMENTS $327,220.00 PART E-STORM WATER IMPROVEMENTS $1,989,801.32 PART F-WATER IMPROVEMENTS $829,325.22 PART G -WASTEWATER IMPROVEMENTS $471,502.70 PART H -GAS IMPROVEMENTS $36,700.00 PART I - I.T. IMPROVEMENTS $29,834.02 PART J-TRAFFIC SIGNAL IMPROVEMENTS $240,349.70 Total $7,829,874.22 CONCRETE BASE BID Total PART A-GENERAL Not Bidding PART B-STREET IMPROVEMENTS Not Bidding PART C- RTA IMPROVEMENTS Not Bidding PART D-ADA IMPROVEMENTS Not Bidding PART E-STORM WATER IMPROVEMENTS Not Bidding PART F-WATER IMPROVEMENTS Not Bidding PART G -WASTEWATER IMPROVEMENTS Not Bidding PART H -GAS IMPROVEMENTS Not Bidding PART I - I.T. IMPROVEMENTS Not Bidding PART J-TRAFFIC SIGNAL IMPROVEMENTS Not Bidding Total Not Bidding PART A-GENERAL No. Description Unit Qty Unit Price Ext Price 1-A1 MOBILIZATION(MAX. 5%OF PART A) LS 1 $25,200.00 $25,200.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM 1-A2 BONDS AND INSURANCE(AS REQUIRED) LS 1 $96,000.00 $96,000.00 1-A3 CLEAR RIGHT-OF-WAY AC 0.61 $20,000.00 $12,200.00 1-A4 OZONE ACTION DAY EA 7 $270.00 $1,890.00 1-A5 TCP MOBILIZATION/ADJUSTMENTS LS 1 $10,800.00 $10,800.00 1-A6 TCP ITEMS(BARRELS,CONES, ETC.) MONTH 14 $3,846.00 $53,844.00 1-A7 TCP- ELECTRIC MESSAGE BOARDS EA 4 $20,784.00 $83,136.00 1-A8 TCP- PAVEMENT REPAIRS LS 1 $30,000.00 $30,000.00 1-A9 TCP-TEMPORARY TRAFFIC SIGNAL EA 2 $33,240.00 $66,480.00 (TIMBER POLE SPAN WIRE FOR ALL TRAFFIC CONTROL PHASES) 1-A10 TCP-CROSSING GUARDS DAY 150 $75.00 $11,250.00 1-A11 TCP- POLICE OFFICER DAY 3 $1,800.00 $5,400.00 1-Al2 STORM WATER POLLUTION LS 1 $30,000.00 $30,000.00 PREVENTION PLAN 1-A13 SILT FENCE FOR STORM WATER LF 1832 $6.00 $10,992.00 POLLUTION 1-A14 BLOCKSODDING SY 721 $14.64 $10,555.44 1-A15 ALLOWANCE FOR UNANTICIPATED AL 1 $80,000.00 $80,000.00 HAZARDOUS MATERIAL HANDLING Subtotal:$527,747.44 PART B-STREET IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 1-131 MOBILIZATION(MAX. 5%OF PART B) LS 1 $99,000.00 $99,000.00 1-132 STREET EXCAVATION SY 21704 $20.60 $447,102.40 1-133 TYPE D HOT-M IX ASPHALTIC CONCRETE SY 19276 $28.43 $548,016.68 PAVEMENT(2.5")(INCLUDES TACK COAT) 1-134 TYPE B HOT-M IX ASPHALTIC CONCRETE SY 19276 $48.36 $932,187.36 PAVE ME NT(5") 1-135 PRIME COAT(MC-30) GAL 2891 $9.30 $26,886.30 1-136 7"CRUSHED LIMESTONE BASE(TY A,GR. SY 21704 $33.00 $716,232.00 1-2) 1-137 TENSAR TX5 GEOGRID OR EQUAL SY 21704 $6.48 $140,641.92 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM 1-138 12"COMPACTED SUBGRADE SY 21704 $4.50 $97,668.00 1-139 TYPE C HEAT APPLIED PREFAB EA 9 $360.00 $3,240.00 PREFORMED THERMOPLASTIC PAVEMENT MARKING TYPE 1 (W) (WORD) 1-1310 TYPE C HEAT APPLIED PREFAB EA 19 $270.00 $5,130.00 PREFORMED THERMOPLASTIC PAVEMENT MARKING TYPE 1 (W) (ARROW) 1-1311 TYPE C HEAT APPLIED PREFAB EA 2 $360.00 $720.00 PREFORMED THERMOPLASTIC PAVEMENT MARKING TYPE 1 (ACC PRK)(BL&WH)(W/BORDR)LG 1-1312 TYPE C HEAT APPLIED PREFAB LF 219 $18.00 $3,942.00 PERFORMED THERMOPLASTIC REFL. PAVEMENT MARKING TYPE 1 (W)(24") (SLD)(090 MIL) 1-1313 TYPE C HEAT APPLIED PREFAB LF 57 $9.60 $547.20 PERFORMED THERMOPLASTIC REFL. PAVEMENT MARKING TYPE 1 (W)(12") (SLD)(090 MIL) 1-1314 TYPE C HEAT APPLIED PREFAB EA 8 $30.00 $240.00 PERFORMED THERMOPLASTIC REFL. PAVEMENT MARKING TYPE 1 (W)(18") (YLD TRI)(090 MIL) 1-1315 TYPE C HEAT APPLIED PREFAB EA 3 $1,500.00 $4,500.00 PERFORMED THERMOPLASTIC REFL. PAVEMENT MARKING TYPE 1 (Y)(MED NOSE)(090 MIL) 1-1316 REFL. PAVEMENT MARKING TYPE 1 LF 5139 $0.66 $3,391.74 (Y)(4")(SLD)(090 MIL) 1-1317 REFL. PAVEMENT MARKING TYPE 1 LF 560 $0.66 $369.60 (Y)(4")(BRK)(090 MIL) 1-1318 REFL. PAVEMENT MARKING TYPE 1 LF 1375 $0.66 $907.50 (W)(4")(BRK)(090 MIL) 1-1319 REFL. PAVEMENT MARKING TYPE 1 LF 707 $0.66 $466.62 (W)(4")(SLD)(090 MIL) 1-1320 REFL. PAVEMENT MARKING TYPE 1 (W) LF 455 $1.32 $600.60 (8")(SLD)(090 MIL) 1-1321 TY I-C RAISED PAVEMENT MARKER EA 24 $12.00 $288.00 (REFLECTORIZED) DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM 1-1322 TY-II-A-A RAISED PAVEMENT MARKER EA 198 $6.00 $1,188.00 (REFLECTORIZED) 1-1323 TY-II-B-B RAISED PAVEMENT MARKER EA 21 $12.00 $252.00 (REFLECTORIZED) 1-1324 TY-II-C-R RAISED PAVEMENT MARKER EA 69 $9.00 $621.00 (REFLECTORIZED) 1-1325 REPLACING PAVEMENT MARKINGS AND LS 1 $4,800.00 $4,800.00 MARKERS 500' BEFORE AND AFTER PROJECT LIMITS 1-1326 REMOVE SM RD SN SUP&AM EA 26 $108.00 $2,808.00 1-1327 REMOVE RDSD FLASH BEACON EA 1 $1,220.40 $1,220.40 ASSEMBLY 1-1328 IN SM RD SN SUP&AM TY 10BWG EA 21 $720.00 $15,120.00 (1)SA(P) 1-1329 IN SM RD SN SUP&AM TY 10BWG EA 8 $780.00 $6,240.00 (1)SA(P-BM) 1-1330 IN SM RD SN SUP&AM TY 10BWG EA 2 $738.00 $1,476.00 (1)SA(T) 1-1331 IN SM RD SN SUP&AM TY S80(1)SA(P- EA 3 $846.00 $2,538.00 BM) 1-1332 IN SM RD SN SUP&AM TY S80(1)SA(U- EA 1 $1,062.00 $1,062.00 BM) 1-1333 IN SM RD SN SUP&AM TY S80(1)SA(T) EA 1 $918.00 $918.00 1-1334 INSTL OM ASSM (OM-3R)(TWT)GND EA 1 $270.00 $270.00 1-1335 INSTL RDSD FLSH BCN ASSM (SOLAR EA 1 $12,331.50 $12,331.50 PWRD) 1-1336 CONCRETE MEDIAN CAP SF 2137 $45.00 $96,165.00 1-1337 CONCRETE DRIVEWAY SY 402 $165.00 $66,330.00 1-1338 UNANTICIPATED CONCRETE DRIVEWAY SF 100 $16.00 $1,600.00 REMOVAL 1-1339 ALLOWANCE FOR UNANTICIPATED AL 1 $25,000.00 $25,000.00 STREET IMPROVEMENTS Subtotal: $3,272,017.82 PART C-RTA IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 1-C1 MOBILIZATION(MAX. 5%OF PART C) LS 1 $4,200.00 $4,200.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM 1-C2 CONCRETE BUS SHELTER PAD SF 1620 $16.80 $27,216.00 1-C3 CONCRETE BUS PAD(IN STREET) SY 400 $182.40 $72,960.00 1-C4 ALLOWANCE FOR UNANTICIPATED RTA AL 1 $1,000.00 $1,000.00 IMPROVEMENTS Subtotal:$105,376.00 PART D-ADA IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 1-D1 MOBILIZATION(MAX. 5%OF PART D) LS 1 $14,000.00 $14,000.00 1-D2 CONCRETE SIDEWALK SF 22580 $10.00 $225,800.00 1-D3 REMOVE AND REPLACE EXISTING 6" LF 99 $29.80 $2,950.20 CONCRETE CURB&GUTTER 1-D4 CONCRETE CURB RAMPS SF 2732 $23.90 $65,294.80 1-D5 SIDEWALK RETAINING CURB LF 50 $48.86 $2,443.00 1-D6 SIDEWALK DRAIN LF 50 $168.00 $8,400.00 1-D7 REFL PAVEMENT MARKING TYPE 1 (W) LF 324 $18.00 $5,832.00 (24")(SOLID)-CROSSWALK 1-D8 ALLOWANCE FOR UNANTICIPATED ADA AL 1 $2,500.00 $2,500.00 IMPROVEMENTS Subtotal:$327,220.00 PART E-STORM WATER IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 1-E1 MOBILIZATION(MAX. 5%OF PART E) LS 1 $50,000.00 $50,000.00 1-E2 REMOVE EXISTING INLET OR MANHOLE EA 55 $3,000.00 $165,000.00 1-E3 4' DIAMETER CONCRETE MANHOLE EA 2 $6,960.00 $13,920.00 (TYPE-A)(CAST IN PLACE) 1-E4 5' DIAMETER CONCRETE MANHOLE EA 2 $9,156.00 $18,312.00 (TYPE-A)(CAST IN PLACE) 1-E5 6' DIAMETER CONCRETE MANHOLE EA 8 $13,320.00 $106,560.00 (TYPE-A)(CAST IN PLACE) 1-E6 REMOVE EXISTING REINFORCED LF 1794 $56.00 $100,464.00 CONCRETE PIPE(15"-36") 1-E7 REMOVE EXISTING VETRIFIED CLAY PIPE LF 2118 $70.36 $149,022.48 (8"-21") DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM 1-E8 REMOVE EXISTING POLYVINYL LF 65 $42.00 $2,730.00 CHLORIDE PIPE(12") 1-E9 TYPICAL 6"CONCRETE CURB&GUTTER LF 6146 $27.00 $165,942.00 1-E10 6'CONCRETE CURB INLET(CAST IN EA 26 $4,800.00 $124,800.00 PLACE) 1-E11 5'CONCRETE CURB INLET THROAT EA 11 $2,000.00 $22,000.00 EXTENSION 1-E12 18" DIAMETER REINFORCED CONCRETE LF 930 $160.06 $148,855.80 PIPE(CLASS III) 1-E13 24" DIAMETER REINFORCED CONCRETE LF 274 $196.97 $53,969.78 PIPE(CLASS III) 1-E14 30" DIAMETER REINFORCED CONCRETE LF 227 $215.31 $48,875.37 PIPE(CLASS III) 1-E15 36" DIAMETER REINFORCED CONCRETE LF 177 $281.03 $49,742.31 PIPE(CLASS III) 1-E16 42" DIAMETER REINFORCED CONCRETE LF 1523 $329.24 $501,432.52 PIPE(CLASS III) 1-E17 48" DIAMETER REINFORCED CONCRETE LF 382 $390.83 $149,297.06 PIPE(CLASS III) 1-E18 TRENCH SAFETY(STORM WATER INLETS EA 38 $600.00 $22,800.00 OR MANHOLES) 1-E19 TRENCH SAFETY(STORM WATER LINE) LF 3513 $6.00 $21,078.00 1-E20 ALLOWANCE FOR UNANTICIPATED AL 1 $75,000.00 $75,000.00 STORM WATER IMPROVEMENTS Subtotal: $1,989,801.32 PART F-WATER IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 1-F1 MOBILIZATION(MAX. 5%OF PART F) LS 1 $30,000.00 $30,000.00 1-F2 8" PVC C900 WATERLINE LF 140 $129.76 $18,166.40 1-F3 8" DI WATERLINE LF 93 $164.56 $15,304.08 1-F4 12" DI WATERLINE LF 947 $158.02 $149,644.94 1-F5 12" PVC C900 WATERLINE LF 1730 $136.30 $235,799.00 1-F6 8"450 DIMJ BEND EA 9 $518.40 $4,665.60 1-F7 12"45° DIMJ BEND EA 54 $852.00 $46,008.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM 1-F8 12"WATER VALVE EA 12 $4,020.00 $48,240.00 1-F9 8"X 6" DIMJ REDUCER EA 2 $552.00 $1,104.00 1-F10 12"X 8" DIMJ REDUCER EA 2 $648.00 $1,296.00 1-F11 12"X 8" DIMJ TEE EA 6 $1,152.00 $6,912.00 1-F12 NEW FIRE HYDRANT ASSEMBLY(TYPE 1) EA 21 $7,034.40 $147,722.40 1-F13 1"WATER SERVICE CONNECTION EA 13 $2,403.60 $31,246.80 (INCLUDING METER ASSEMBLYAND METER BOX) 1-F14 CONNECTION TO EXISTING WATER LINE EA 5 $1,548.00 $7,740.00 1-F15 TRENCH SAFETY FOR WATER LINES LF 2910 $3.60 $10,476.00 1-F16 ALLOWANCE FOR UNANTICIPATED AL 1 $75,000.00 $75,000.00 WATER IMPROVEMENTS Subtotal:$829,325.22 PART G -WASTEWATER IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 1-G1 MOBILIZATION(MAX. 5%OF PART G) LS 1 $15,000.00 $15,000.00 1-G2 4' DIAMETER WASTEWATER MANHOLE EA 10 $8,454.00 $84,540.00 (6' DEPTH OR LESS)(FIBERGLASS) 1-G3 EXTRA DEPTH FOR 4' DIAMETER VF 35 $888.00 $31,080.00 WASTEWATER MANHOLE(OVER 6' DEPTH)(FIBERGLASS) 1-G4 8"SDR 26 PVC WASTEWATER MAIN(0'- LF 155 $91.16 $14,129.80 6' DEPTH) 1-G5 8"SDR 26 PVC WASTEWATER MAIN(6'- LF 550 $104.76 $57,618.00 8' DEPTH) 1-G6 8"SDR 26 PVC WASTEWATER MAIN(8'- LF 350 $131.33 $45,965.50 10' DEPTH) 1-G7 8"SDR 26 PVC WASTEWATER MAIN(10'- LF 395 $170.76 $67,450.20 12' DEPTH) 1-G8 DROP CONNECTION TO PROPOSED EA 1 $2,766.00 $2,766.00 MANHOLE 1-G9 GROUT FILL(8"- 10")VCP WASTEWATER LF 1458 $20.40 $29,743.20 LINE 1-G10 SHORT WASTEWATER SERVICE LINE EA 3 $2,690.40 $8,071.20 (INCLUDES NEW SERVICE LINE, CLEANOUT,AND CONNECTION) DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM 1-G11 LONG WASTEWATER SERVICE LINE EA 3 $4,959.60 $14,878.80 (INCLUDES NEW SERVICE LINE, CLEANOUT,AND CONNECTION) 1-G12 TRENCH SAFETY(WASTEWATER EA 10 $960.00 $9,600.00 MANHOLES) 1-G13 TRENCH SAFETY FOR WASTEWATER LF 1450 $10.80 $15,660.00 MAI N 1-G14 ALLOWANCE FOR UNANTICIPATED AL 1 $75,000.00 $75,000.00 WASTEWATER IMPROVEMENTS Subtotal:$471,502.70 PART H-GAS IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 1-1-11 MOBILIZATION(MAX. 5%OF PART H) LS 1 $1,500.00 $1,500.00 1-1-12 EXCAVATION, BACKFILL,AND LF 2760 $10.00 $27,600.00 COMPACTION OF GAS LINES 1-1-13 ADJUST EXISTING GAS VALVE BOXTO EA 4 $1,400.00 $5,600.00 FINISHED GRADE 1-1-14 ALLOWANCE FOR UNANTICIPATED GAS AL 1 $2,000.00 $2,000.00 IMPROVEMENTS Subtotal: $36,700.00 PART I- I.T. IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 1-11 MOBILIZATION(MAX. 5%OF PART 1) LS 1 $1,320.00 $1,320.00 1-12 2" PVC SCHEDULE 40 I.T. CONDUIT WITH LF 1028 $19.32 $19,860.96 PULL STRING AND MULE TAPE 1-13 24"X36"X18" I.T. PULL BOX EA 3 $2,551.02 $7,653.06 (INSTALLATION ONLY) 1-14 ALLOWANCE FOR UNANTICIPATED I.T. AL 1 $1,000.00 $1,000.00 IMPROVEMENTS Subtotal: $29,834.02 PART J-TRAFFIC SIGNAL IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM 1-J1 RELOCATE 3-SECTION SIGNAL HEAD ON EA 4 $666.00 $2,664.00 CENTER OFTRAVEL LANE(INCLUDE REWIRING FROM SIGNAL HEAD TO CONTROLLER) 1-J2 INSTALL NEW 4-SECTION HEAD WITH EA 2 $1,800.00 $3,600.00 VEH SIG SEC(12 IN) LED(RED ARW,YEL ARW,YEL ARW,GRN ARW)AND BACK PLATE(12 IN)(4 SEC)(INCLUDE WIRING FROM SIGNAL HEAD TO CONTROLLER) 1-J3 INSTALL MAST ARM SIGN "LEFT TURN EA 2 $720.00 $1,440.00 YIELD ON FLASHING YELLOW ARROW" R10-17T(30"X30") 1-J4 ALLOWANCE FOR UNANTICIPATED AL 1 $7,500.00 $7,500.00 SIGNAL IMPROVEMENTS 1-J5 CONDUIT(PVC)(SCH 40)(2")(BORE) LF 350 $38.40 $13,440.00 1-J6 CONDUIT(PVC)(SCH 40)(4")(BORE) LF 450 $50.40 $22,680.00 1-J7 2 COMDR(NO. 12)WITH GROUND LF 370 $2.88 $1,065.60 (LUMINAIRE WIRE) 1-J8 ELEC COMDR(NO.6) BARE LF 40 $4.44 $177.60 1-J9 ELEC COMDR(NO. 6) INSULATED LF 40 $4.44 $177.60 1-J10 ELEC COMDR(NO.8) BARE LF 800 $2.88 $2,304.00 1-J11 TRAY CABLE(3 COMDR)(12 AWG) LF 1200 $2.88 $3,456.00 1-J12 TRAY CABLE(3 CON DR)(14 AWG) LF 640 $2.88 $1,843.20 1-J13 GROUND BOX TY D(192922)W/APRON EA 4 $1,920.00 $7,680.00 1-J14 INSTALL HWY TRF SIG(UPGRADE) EA 1 $60,000.00 $60,000.00 (INCLUDING REMOVAL OF EXISTING ITEMS TO BE REPLACED SUCH AS VEHICLE&PED SIGNAL HEADS, PUSH BUTTONS,WIRING,GROUND BOXES, MAST ARM SIGNS,AND OTHER ITEMS CONSIDERED AS INCIDENTAL TO UPGRADING THE TRAFFIC SIGNAL) 1-J15 ILSN(LED)6S(DURALIGHT)(RIGID BACK EA 4 $4,200.00 $16,800.00 MOUNT) 1-J16 LOUVERED VACUUM FORMED ABS BACK EA 8 $162.00 $1,296.00 PLATE(12")(3 SEC) 1-J17 LOUVERED VACUUM FORMED ABS BACK EA 2 $222.00 $444.00 PLATE(12")(4 SEC) DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Crosstown Expressway)... Report Created On:6/8/22 7:11:07 PM 1-J18 INSTALL MAST ARM SIGN "LEFT TURN EA 2 $720.00 $1,440.00 YIELD ON FLASHING YELLOW ARROW" R10-17T(30"X30") 1-J19 PED SIG SEC(LED)(COUNTDOWN)(16 EA 8 $1,080.00 $8,640.00 INCH) 1-J20 TRF SIG CBL(TY A)(12 AWG)(4 CON DR) LF 530 $2.88 $1,526.40 1-J21 TRF SIG CBL(TY A)(12 AWG)(5 CON DR) LF 265 $3.18 $842.70 1-J22 TRF SIG CBL(TY A)(12 AWG)(7 CON DR) LF 290 $4.44 $1,287.60 1-J23 TRF SIG CBL(TY A)(12 AWG)(16 COMDR) LF 510 $6.30 $3,213.00 1-J24 PED DETECT PUSH BUTTON(APS- EA 8 $1,080.00 $8,640.00 POLARA TOUCH LESS ACTUATION) W/R10-3E SIGN 1-J25 PED DETECTOR CONTROLLER UNIT EA 1 $5,400.00 $5,400.00 1-J26 VEH SIG SEC(12 IN) LED(GRN) EA 8 $384.00 $3,072.00 1-J27 VEH SIG SEC(12 IN) LED(GRN ARW) EA 2 $384.00 $768.00 1-J28 VEH SIG SEC(12 IN) LED(YEL) EA 8 $384.00 $3,072.00 1-J29 VEH SIG SEC(12 IN) LED(YEL ARW) EA 4 $384.00 $1,536.00 1-J30 VEH SIG SEC(12 IN) LED(RED) EA 8 $384.00 $3,072.00 1-J31 VEH SIG SEC(12 IN) LED(RED ARW) EA 2 $384.00 $768.00 1-J32 RADAR PRESENCE DETECTOR EA 4 $9,000.00 $36,000.00 (WAVETRONIX) 1-J33 WAVETRONIX CLOCK 650 CABINET EA 1 $5,880.00 $5,880.00 INTERFACE DEVICE 1-J34 RADAR PRESENCE DETECTOR COMM LF 740 $3.60 $2,664.00 AND POWER CABLE(SMARTSENSOT 6/C) 1-J35 REMOVE PED POLE ASSEMBLY EA 2 $480.00 $960.00 1-J36 ALLOWANCE FOR UNANTICIPATED AL 1 $5,000.00 $5,000.00 SIGNAL IMPROVEMENTS Subtotal:$240,349.70 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 CONTRACT DOCUMENTS FOR CONSTRUCTION OF LEOPARD ST. - PALM DR. TO CROSSTOWN EXPRESSWAY ( BOND 2012) E12103 01 At 9�u 1 HDR Engineering, Inc. 555 N Carancahua St., Suite 1600, Corpus Christi, TX 78401 361-696-3300 STR 874 02118,1202.2 0211 W2022. ................... iR MUS IN GIN CSE � ,z. ♦ 8 yF 9 �a S�S r�•� �! .� � �. a r � IVY XZ ^'�" un 11 ::011St1'L1 011 onfo im Set DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 000100 TABLE OF CONTENTS Note to Specifier: Verify that the Table of Contents includes all Specification Sections and Appendices that are part of the Contract Documents. Division/ Title Section Division 00 Preface Documents 00 00 00 Cover Sheet 00 01 00 Table of Contents 00 01 01 Seals Page (Optional) 00 01 02 List of Drawings Division 00 Procurement and Contracting Requirements 00 52 23 Agreement (Rev 12-2021) 00 72 00 General Conditions(Rev6-2021) 00 73 00 Supplementary Conditions(Rev2-2020) Division 01 General Requirements 01 11 00 Summary of Work(Rev 10-2018) 01 23 10 Alternates and Allowances(Rev 5-2020) 01 29 01 Measurement and Basis for Payment (Revs-2020) 01 33 01 Submittal Register(Rev 10-2018) 01 35 00 Special Procedures(Rev 10-2018) 01 50 00 Temporary Facilities and Controls(Rev8-2019) 01 57 00 Temporary Controls(Rev8-2019) Part S Standard Specifications 020100 Survey Monuments 021020 Site Clearing and Stripping 021040 Site Grading 021080 Removing Abandoned Structures 022020 Excavation and Backfill for Utilities 022021 Control of Groundwater 022022 Trench Safety for Excavations 022040 Street Excavation Table of Contents 000100- 1 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 1/2022 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Division/ Title Section 022100 Select Material 022420 Silt Fence 025205 Pavement Repair, Curb, Gutter, Sidewalk, and Driveway Replacement 025210 Lime Stabilization 025223 Crushed Limestone Flexible Base 025404 Asphalts, Oils, and Emulsions 025412 Prime Coat 025424 Hot Mix Asphaltic Concrete Pavement(Class A) 025608 Inlets 025610 Concrete Curb and Gutter 025612 Concrete Sidewalks and Driveways 025614 Concrete Curb Ramps 025802 Temporary Traffic Controls During Construction 025803 Traffic Signal Adjustments 025805 Work Zone Pavement Markings 025807 Pavement Markings(Paint and Thermoplastic) 025813 Performed Thermoplastic Striping, Words and Emblems 025816 Raised Pavement Markers 026201 Waterline Riser Assemblies 026202 Hydrostatic Testing of Pressure Systems 026204 PVC Pipe—Pressure Pipe for Wastewater Force Mains, Irrigation Systems, and Water Transmission Lines—ASTM D2241 026206 Ductile Iron Pipe and Fittings 026210 PVC Pipe—AWWA C900/C905 Pressure Pipe for Municipal Water Mains and Wastewater Force Mains 026214 Grouting Abandoned Utility Lines 026402 Waterlines 026404 Water Service Lines 026409 Tapping Sleeves and Tapping Valves 026411 Gate Valves for Waterlines 026416 Fire Hydrants 027200 Control of Wastewater Flows (Temporary Bypass Pumping Systems) 027202 Manholes 027203 Vacuum Testing of Wastewater Manholes and Structures Table of Contents 000100-2 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 1/2022 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Division/ Title Section 027205 Fiberglass Manholes 027402 Reinforced Concrete Pipe Culverts 027602 Gravity Wastewater Lines 027604 Disposal of Waste from Wastewater Cleaning Operations 027606 Wastewater Service Lines 027611 Cleaning and Televised Inspection of Conduits 027614 Cured in Place Pipe (CIPP)for Rehabilitation of Gravity Wastewater Line 028020 Seeding 028040 Sodding 030020 Portland Cement Concrete 032020 Reinforcing Steel 038000 Concrete Structures 055420 Frames, Gates, Rings, and Covers Part T Technical Specifications 022480 Rolling 022485 Proof Rolling 025850 Reflectorized Pavement Markings 025852 Eliminating Existing Pavement Markings and Markers 025853 Pavement Surface Preparation for Markings 025858 Aluminum Signs 34 41 16.43 Ground Boxes Appendix All Testing Reports as Applicable 1 Geotechnical Report 2 Subsurface Utility Exploration 3 Environmental EDR END OF SECTION Table of Contents 000100-3 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 1/2022 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 00 01 02 LIST OF DRAWINGS SHEET NO. DRAWING TITLE 01 -GENERAL 1 COVER SHEET 2 INDEX OF SHEETS 3 PROJECT LAYOUT AND CONTROL MAP 4 ESTIMATED QUANTITIES (1 OF 2) FLEXIBLE PAVEMENT 5 ESTIMATED QUANTITIES (2 OF 2) RIGID PAVEMENT 6 GENERAL NOTES AND TESTING SCHEDULE (SHEET 1 OF 2) 7 GENERAL NOTES AND TESTING SCHEDULE (SHEET 2 OF 2) 8 LEGEND AND ABBREVIATIONS 9 TYPICAL STREET CROSS-SECTIONS (SHEET 1 OF 5) 10 TYPICAL STREET CROSS-SECTIONS (SHEET 2 OF 5) 11 TYPICAL STREET CROSS-SECTIONS (SHEET 3 OF 5) 12 TYPICAL STREET CROSS-SECTIONS (SHEET 4 OF 5) 13 TYPICAL STREET CROSS-SECTIONS (SHEET 5 OF 5) 14 STORM WATER BASE MAP 15 WASTEWATER BASE MAP 16 WATER BASE MAP 17 GAS BASE MAP 18 DRAINAGE AREA MAP 19 HYDRAULIC DATA SHEET 20 EXISTING CONDITIONS-BEGIN TO STA 24+00 21 EXISTING CONDITIONS-STA 24+00 TO STA 29+00 22 EXISTING CONDITIONS-STA 29+00 TO STA 34+00 23 EXISTING CONDITIONS-STA 34+00 TO STA END 24 DEMOLITION KEY MAP 25 DEMOLITION LAYOUT- BEGIN TO STA. 19+50 26 DEMOLITION LAYOUT-STA 19+50 TO STA 28+50 27 DEMOLITION LAYOUT-STA 28+50 TO STA 37+50 28 DEMOLITION LAYOUT-STA 37+50 TO STA END 02 -STREET& STORM 29 STREET AND STORM KEY MAP 30 PLAN AND PROFILE- BEGIN TO STA 15+00 31 PLAN AND PROFILE-STA 15+00 TO STA 19+50 32 PLAN AND PROFILE-STA 19+50 TO STA 24+00 33 PLAN AND PROFILE-STA 24+00 TO STA 28+50 34 PLAN AND PROFILE-STA 28+50 TO STA 33+00 35 PLAN AND PROFILE-STA 33+00 TO STA 37+50 36 PLAN AND PROFILE-STA 37+50 TO 42+00 37 PLAN AND PROFILE-STA 42+00 TO END 38 STREET AND STORM LATERALS(1 OF 3) Table of Contents Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 39 STREET AND STORM LATERALS(2 OF 3) 40 STREET AND STORM LATERALS(3 OF 3) 41 INTERSECTION LAYOUT AT STILLMAN AVENUE 42 INTERSECTION LAYOUT AT PEABODY AVENUE 43 INTERSECTION LAYOUT AT KENNEDY AVENUE 44 INTERSECTION LAYOUT AT LEXINGTON AVENUE 45 INTERSECTION LAYOUT AT N. PORT AVENUE 46 INTERSECTION LAYOUT AT LESTER STREET 47 INTERSECTION LAYOUT AT DOSS STREET 48 ADA CURB RAMP DETAILS(1 OF 5) 49 ADA CURB RAMP DETAILS(2 OF 5) 50 ADA CURB RAMP DETAILS(3 OF 5) 51 ADA CURB RAMP DETAILS(4 OF 5) 52 ADA CURB RAMP DETAILS(5 OF 5) 53 BUS STOP DETAILS 03 -WATER& WASTEWATER 54 WATER AND WASTEWATER PLAN KEY 55 PLAN AND PROFILE BEGIN TO STA 15+00 56 PLAN AND PROFILE-STA 15+00 TO STA 19+50 57 PLAN AND PROFILE-STA 19+50 TO STA 24+00 58 PLAN AND PROFILE-STA 24+00 TO STA 28+50 59 PLAN AND PROFILE-STA 28+50 TO STA 33+00 60 PLAN AND PROFILE-STA 33+00 TO STA 37+50 61 PLAN AND PROFILE-STA 37+50 TO END 62 WATER LATERALS (SHEET 1 OF 5) 63 WATER LATERALS (SHEET 2 OF 5) 64 WATER LATERALS (SHEET 3 OF 5) 65 WATER LATERALS (SHEET 4 OF 5) 66 WATER LATERALS (SHEET 5 OF 5) 67 WASTEWATER LATERALS 04-GAS& IT 68 PLAN- BEGIN TO STA. 15+00 69 PLAN-STA 15+00 TO STA 28+50 70 PLAN -STA 28+50 TO STA 37+50 71 PLAN-STA 37+50 TO END 05 -TRAFFIC 72 SIGNING AND STRIPING KEY 73 EXISTING SIGNING PLAN - BEGIN TO STA. 20+00 74 EXISTING SIGNING PLAN -STA 20+00 TO STA 30+00 75 EXISTING SIGNING PLAN -STA 30+00 TO STA 35+00 76 EXISTING SIGNING PLAN -STA 35+00 TO END 77 PROPOSED SIGN ING&STRIPING PLAN (1 OF 4)-BEGIN TO STA. 20+00 Table of Contents Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 78 PROPOSED SIGN ING&STRIPING PLAN(2 OF 4)-STA 20+00 TO STA 30+00 79 PROPOSED SIGN ING&STRIPING PLAN(3 OF4)-STA 30+00 TO STA 35+00 80 PROPOSED SIGN ING&STRIPING PLAN(4 OF 4)-STA 35+00 TO END 81 SUMMARY OF SMALL SIGN (SHEET 1 OF 4) 82 SUMMARY OF SMALL SIGN (SHEET 2 OF 4) 83 SUMMARY OF SMALL SIGN (SHEET 3 OF 4) 84 SUMMARY OF SMALL SIGN (SHEET 4 OF 4) 85 DELINEATOR& OBJECT MARKER MATERIAL DESCRIPTION 86 DELINEATOR& OBJECT MARKER INSTALLATION 87 TYPICAL STANDARD PAVEMENT MARKINGS 88 POSITION GUIDANCE USING RAISED MARKERS 89 PAVEMENT MARKINGS FOR TWO-WAY LEFT TURN LANES 90 SIGNS TRIANGULAR SLIPBASE SYSTEM SIGN 91 SIGNS MOUNTING DETAILS SMALL ROADSIDE 92 SIGN MOUNTING DETAILS 93 SIGNS MOUNTING DETAILS SMALL ROADSIDE SIGNS 94 SOLAR POWERED ROADSIDE FLASHING BEACON ASSEMBLY DETAILS 95 TYPICAL SIGN REQUIREMENTS 96 TYPICAL SIGN REQUIREMENTS 97 GENERAL NOTES AND REQUIREMENTS BC(1)-14 98 BAC PROJECT LIMITS STANDARD BC(2)-07 99 BAC WORKZONE SPEED LIMIT STANDARD BC(3)-07 100 BAC WORKZONE SPEED LIMIT BC(3)-14 101 BAC TEMPORARY SIGN NOTES STANDARD 102 BAC TYPICAL SIGN SUPPORT 103 BAC—PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) STD BC(6)-07 104 BAC—ARROW PANEL, REFLECTOR,WARNING LIGTHS&ATTENUATOR STD 105 BAC CHANNELIZING DEVICES STANDARD BC(8)-07 106 BAC CHANNELIZING DEVICES STANDARD BC(9)-07 107 BAC CHANNELIZING DEVICES STANDARD BC(10)-07 108 BAC PAVEMENT MARKINGS STANDARD BC(11)-07 109 BAC PAVEMENTS MARKINGS PATTERNS STANDARD BC(12)-07 110 PAVEMENT MARKINGS AND SIGNING FOR ACCESSIBLE PARKING 111 ROADSIDE FLASHING BEACON ASSEMBLY RFBA-13 112 CONSTRUCTION NOTES AND TRAFFIC CONTROL NARRATIVE (1 OF 2) 113 CONSTRUCTION NOTES AND TRAFFIC CONTROL NARRATIVE (2 OF 2) 114 CONSTRUCTION PHASING PLAN 115 CONSTRUCTION KEY MAP 116 ADVANCE WARNING SIGNS 117 TYPICAL TAPER AND TRANSITION DETAILS 118 PHASE 1 -ALIGNMENT A-STA 25+00 TO STA 35+00 119 PHASE 1 -ALIGNMENT A-STA 35+00 TO STA 45+00 Table of Contents Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 120 PHASE 1 -ALIGNMENT B - BEGIN TO END 121 PHASE 2 -ALIGNMENT A- BEGIN TO STA 10+00 122 PHASE 2 -ALIGNMENT A-STA 10+00 TO STA 20+00 123 PHASE 2 -ALIGNMENT A-STA 20+00 TO STA 30+00 124 PHASE 2 -ALIGNMENT A-STA 30+00 TO END 125 PHASE 2 -ALIGNMENT B - BEGIN TO END 126 PHASE 3 -ALIGNMENT A- BEGIN TO STA 20+00 127 PHASE 3 -ALIGNMENT A-STA 20+00 TO STA 30+00 128 PHASE 3 -ALIGNMENT A-STA 30+00 TO END 129 PHASE 3 -ALIGNMENT B - BEGIN TO END 130 PHASE 4-ALIGNMENT A-STA 25+00 TO STA 35+00 131 PHASE 4-ALIGNMENT A-STA 35+00 TO STA 45+00 132 TCP LONG TERM LANE CLOSURES MULTILANE CONVENCIONAL RDS. 133 TCP MOBILE OPER RAISED PVMNT MARKER INSTALLATION 134 WORK ZONE SHORT TERM PAVEMENT MARKINGS(WZ(STPM)-03 135 TRAFFIC CONTROL PLANS TYPICAL DETAILS 136 SIGNING FOR UNEVEN LANES 06 -SWPPP 137 SWPPP LAYOUT 138 CURB INLET SILT FENCE QUANTITY 139 COCC STORM WATER POLLUTION PREVENTION PLAN NOTES 140 COCC STORM WATER ENVIRONMENTAL PERMITS ISSUED AND COMMENTS 141 COCC STORM WATER POLLUTION PREVENTION STANDARD DETAILS 07 -COCC STANDARD DETAILS 142 COCC STANDARD CURB, GUTTER,AND SIDEWALK(1 OF 2) 143 COCC STANDARD CURB, GUTTER,AND SIDEWALK(2 OF 2) 144 COCC CROSSWALK STANDARD DETAILS 145 COCC STANDARD DRIVEWAY(1 OF 3) 146 COCC STANDARD DRIVEWAY(2 OF 3) 147 COCC STANDARD DRIVEWAY(3 OF 3) 148 COCC PEDESTRIAN CURB RAMP STANDARDS (1 OF 4) 149 COCC PEDESTRIAN CURB RAMP STANDARDS(2 OF 4) 150 COCC PEDESTRIAN CURB RAMP STANDARDS (3 OF 4) 151 COCC PEDESTRIAN CURB RAMP STANDARDS (4 OF 4) 152 COCC STORM WATER(1 OF 3) 153 COCC STORM WATER(2 OF 3) 154 COCC STORM WATER(3 OF 3) 155 COCC WASTE WATER STANDARD DETAILS(1 OF 4) 156 COCC WASTE WATER STANDARD DETAILS(2 OF 4) 157 COCC WASTE WATER STANDARD DETAILS(3 OF 4) 158 COCC WASTE WATER STANDARD DETAILS(4 OF 4) Table of Contents Leopard St.—Palm Dr. to Crosstown Expressway(Bond 2012) (Project No. E12103) DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 159 COCC WATER(1 OF 4) 160 COCC WATER(2 OF 4) 161 COCC WATER(3 OF 4) 162 COCC WATER(4 OF 4) 163 COCC STANDARD SANITARY DETAILS (1 OF 4) 164 COCC STANDARD SANITARY DETAILS (2 OF 4) 165 COCC STANDARD SANITARY DETAILS (3 OF 4) 166 COCC STANDARD SANITARY DETAILS (4 OF 4) Table of Contents Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 0 1852 00 52 23 AGREEMENT This Agreement, for the Project awarded on [insert Award Date], is between the City of Corpus Christi (Owner) and (Contractor). Owner and Contractor agree as follows: ARTICLE 1—WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) E12103 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: HDR Engineering, Inc. 555 N Carancahua St.Suite 1600 Corpus Christi,TX 78401 samuel.saldivar@hdrinc.com Note to Specifier: City will complete paragraph 2.02 upon award of contract. 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel 1201 Leopard Street Corpus Christi,TX 78401 BrettVH@cctexas.com ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 460 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed Agreement 005223- 1 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 and ready for final payment in accordance with Paragraph 17.16 of the General Conditions within 495 days after the date when the Contract Times commence to run. B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions. C. Milestones, and the dates for completion of each, are as defined in Section 0135 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof,Owner and Contractor agree that as liquidated damages for delay(but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner$1.500.00 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner$800.00 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 0135 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4—CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 15.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ Agreement 005223-2 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 ARTICLE 5—PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 17 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus the retainage listed below and properly stored materials will be made prior to Substantial Completion. 1. The standard retainage is 5 percent. C. Payment will be made for the amount determined per Paragraph 5.02.13, less the total of payments previously made and less set-offs determined in accordance with Paragraph 17.01 of the General Conditions. D. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 17.01 of the General Conditions and less 200 percent of OAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 17.16 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6—INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. Invoices must comply with Article 17 of the General Conditions. 6.02 Except as specified in Article 5, the Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7—CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. Agreement 005223-3 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site-related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents,and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Agreement 005223-4 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. M. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER'S INDEMNITEES IN ACCORDANCE WITH PARAGRAPH 7.14 OF THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS. ARTICLE 8—ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 15.01 of the General Conditions and as may be necessary for proper financial management under this Agreement. Subject to prior written notice,the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions,drawings, receipts,vouchers, memoranda,and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Solicitation documents. 2. Specifications,forms, and documents listed in SECTION 00 0100 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Addenda. 5. Exhibits to this Agreement: a. Contractor's Bid Form. b. Include Wastewater CD Exhibit if Project pertains to SSO CD work. C. List others as necessary. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI Agreement 005223-5 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Rebecca Huerta Jeffrey Edmonds, P.E City Secretary Director of Engineering Services AUTHORIZED APPROVED AS TO LEGAL FORM: BY COUNCIL Assistant City Attorney ATTEST(IF CORPORATION) CONTRACTOR (Seal Below) By: Note: Attach copy of authorization to sign if Title: person signing for CONTRACTOR is not President Vice President Chief Executive Officer, or Chief Financial Officer Address City State Zip Phone Fax EMail END OF SECTION Agreement 005223-6 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 12/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 00 72 00 GENERAL CONDITIONS Table of Contents Page Article 1—Definitions and Terminology.....................................................................................................10 1.01 Defined Terms.............................................................................................................................10 1.02 Terminology................................................................................................................................15 Article 2—Preliminary Matters...................................................................................................................16 2.01 Delivery of Bonds and Evidence of Insurance.............................................................................16 2.02 Copies of Documents..................................................................................................................16 2.03 Project Management System......................................................................................................16 2.04 Before Starting Construction ......................................................................................................17 2.05 Preconstruction Conference; Designation of Authorized Representatives................................17 Article 3—Contract Documents: Intent, Requirements, Reuse.................................................................17 3.01 Intent...........................................................................................................................................17 3.02 Reference Standards...................................................................................................................18 3.03 Reporting and Resolving Discrepancies......................................................................................19 3.04 Interpretation of the Contract Documents.................................................................................20 3.05 Reuse of Documents...................................................................................................................20 Article 4—Commencement and Progress of the Work..............................................................................20 4.01 Commencement of Contract Times; Notice to Proceed.............................................................20 4.02 Starting the Work........................................................................................................................20 4.03 Progress Schedule.......................................................................................................................21 4.04 Delays in Contractor's Progress..................................................................................................21 Article 5—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions...................................................................................................................................................22 5.01 Availability of Lands....................................................................................................................22 5.02 Use of Site and Other Areas........................................................................................................22 5.03 Subsurface and Physical Conditions............................................................................................23 5.04 Differing Subsurface or Physical Conditions...............................................................................24 5.05 Underground Facilities................................................................................................................25 5.06 Hazardous Environmental Conditions at Site.............................................................................26 Article 6—Bonds and Insurance .................................................................................................................28 6.01 Performance, Payment, and Other Bonds..................................................................................28 General Conditions 007200- 1 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6.02 Licensed Sureties ........................................................................................................................29 6.03 Required Minimum Insurance Coverage....................................................................................29 6.04 General Insurance Provisions......................................................................................................29 6.05 Contractor's Insurance................................................................................................................30 6.06 Property Insurance......................................................................................................................33 6.07 Waiver of Rights..........................................................................................................................34 6.08 Owner's Insurance for Project....................................................................................................34 6.09 Acceptable Evidence of Insurance..............................................................................................35 6.10 Certificate of Insurance...............................................................................................................35 6.11 Insurance Policies........................................................................................................................35 6.12 Continuing Evidence of Coverage...............................................................................................35 6.13 Notices Regarding Insurance ......................................................................................................35 6.14 Texas Workers' Compensation Insurance Required Notice .......................................................36 Article 7-Contractor's Responsibilities.....................................................................................................38 7.01 Supervision and Superintendence..............................................................................................38 7.02 Labor; Working Hours.................................................................................................................38 7.03 Services, Materials, and Equipment ...........................................................................................39 7.04 Concerning Subcontractors, Suppliers, and Others....................................................................39 7.05 Patent Fees and Royalties...........................................................................................................40 7.06 Permits........................................................................................................................................41 7.07 Taxes...........................................................................................................................................41 7.08 Laws and Regulations..................................................................................................................41 7.09 Safety and Protection .................................................................................................................42 7.10 Safety Representative.................................................................................................................43 7.11 Hazard Communication Programs..............................................................................................43 7.12 Emergencies................................................................................................................................43 7.13 Contractor's General Warranty and Guarantee .........................................................................43 7.14 INDEMNIFICATION......................................................................................................................44 7.15 Delegation of Professional Design Services................................................................................45 Article 8-Other Work at the Site...............................................................................................................46 8.01 Other Work.................................................................................................................................46 8.02 Coordination...............................................................................................................................47 8.03 Legal Relationships......................................................................................................................47 General Conditions 007200-2 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Article 9—Owner's and OPT's Responsibilities...........................................................................................48 9.01 Communications to Contractor ..................................................................................................48 9.02 Replacement of Owner's Project Team Members......................................................................48 9.03 Furnish Data................................................................................................................................48 9.04 Pay When Due.............................................................................................................................48 9.05 Lands and Easements; Reports and Tests...................................................................................48 9.06 Insurance.....................................................................................................................................48 9.07 Modifications..............................................................................................................................48 9.08 Inspections,Tests, and Approvals...............................................................................................48 9.09 Limitations on OPT's Responsibilities .........................................................................................48 9.10 Undisclosed Hazardous Environmental Condition......................................................................49 9.11 Compliance with Safety Program................................................................................................49 Article 10—OAR's and Designer's Status During Construction ..................................................................49 10.01 Owner's Representative..........................................................................................................49 10.02 Visits to Site.............................................................................................................................49 10.03 Resident Project Representatives...........................................................................................49 10.04 Rejecting Defective Work........................................................................................................49 10.05 Shop Drawings, Modifications and Payments.........................................................................50 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work...................50 10.07 Limitations on OAR's and Designer's Authority and Responsibilities.....................................50 Article 11—Amending the Contract Documents; Changes in the Work ....................................................50 11.01 Amending and Supplementing the Contract Documents.......................................................50 11.02 Owner-Authorized Changes in the Work................................................................................51 11.03 Unauthorized Changes in the Work........................................................................................51 11.04 Change of Contract Price ........................................................................................................52 11.05 Change of Contract Times.......................................................................................................52 11.06 Change Proposals....................................................................................................................52 11.07 Execution of Change Orders ...................................................................................................53 11.08 Notice to Surety......................................................................................................................54 Article 12—Change Management ..............................................................................................................54 12.01 Requests for Change Proposal................................................................................................54 12.02 Change Proposals....................................................................................................................54 12.03 Designer Will Evaluate Request for Modification...................................................................55 General Conditions 007200-3 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 12.04 Substitutions...........................................................................................................................55 Article13—Claims.......................................................................................................................................56 13.01 Claims......................................................................................................................................56 13.02 Claims Process.........................................................................................................................57 Article 14—Prevailing Wage Rate Requirements.......................................................................................58 14.01 Payment of Prevailing Wage Rates.........................................................................................58 14.02 Records....................................................................................................................................58 14.03 Liability; Penalty; Criminal Offense.........................................................................................59 14.04 Prevailing Wage Rates.............................................................................................................59 Article 15—Cost of the Work; Allowances; Unit Price Work......................................................................59 15.01 Cost of the Work.....................................................................................................................59 15.02 Allowances..............................................................................................................................63 15.03 Unit Price Work.......................................................................................................................63 15.04 Contingencies..........................................................................................................................64 Article 16—Tests and Inspections; Correction, Removal, or Acceptance of Defective Work....................65 16.01 Access to Work........................................................................................................................65 16.02 Tests, Inspections and Approvals............................................................................................65 16.03 Defective Work.......................................................................................................................65 16.04 Acceptance of Defective Work................................................................................................66 16.05 Uncovering Work....................................................................................................................66 16.06 Owner May Stop the Work.....................................................................................................67 16.07 Owner May Correct Defective Work.......................................................................................67 Article 17—Payments to Contractor; Set-Offs; Completion; Correction Period........................................67 17.01 Progress Payments..................................................................................................................67 17.02 Application for Payment.........................................................................................................69 17.03 Schedule of Values..................................................................................................................71 17.04 Schedule of Anticipated Payments and Earned Value............................................................72 17.05 Basis for Payments..................................................................................................................73 17.06 Payment for Stored Materials and Equipment.......................................................................73 17.07 Retainage and Set-Offs...........................................................................................................74 17.08 Procedures for Submitting an Application for Payment.........................................................74 17.09 Responsibility of Owner's Authorized Representative...........................................................75 17.10 Contractor's Warranty of Title................................................................................................76 General Conditions 007200-4 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 17.11 Substantial Completion...........................................................................................................76 17.12 Partial Utilization.....................................................................................................................77 17.13 Final Inspection.......................................................................................................................77 17.14 Final Application for Payment.................................................................................................77 17.15 Final Payment..........................................................................................................................78 17.16 Waiver of Claims.....................................................................................................................78 17.17 Correction Period....................................................................................................................78 Article 18-Suspension of Work and Termination.....................................................................................79 18.01 Owner May Suspend Work.....................................................................................................79 18.02 Owner May Terminate for Cause............................................................................................79 18.03 Owner May Terminate For Convenience................................................................................80 Article 19-Project Management...............................................................................................................81 19.01 Work Included.........................................................................................................................81 19.02 Quality Assurance ...................................................................................................................81 19.03 Document Submittal...............................................................................................................81 19.04 Required Permits ....................................................................................................................81 19.05 Safety Requirements...............................................................................................................82 19.06 Access to the Site....................................................................................................................82 19.07 Contractor's Use of Site..........................................................................................................82 19.08 Protection of Existing Structures and Utilities........................................................................83 19.09 Pre-Construction Exploratory Excavations..............................................................................83 19.10 Disruption of Services/Continued Operations........................................................................84 19.11 Field Measurements ...............................................................................................................84 19.12 Reference Data and Control Points.........................................................................................84 19.13 Delivery and Storage...............................................................................................................85 19.14 Cleaning During Construction.................................................................................................86 19.15 Maintenance of Roads, Driveways, and Access......................................................................86 19.16 Area Access and Traffic Control..............................................................................................87 19.17 Overhead Electrical Wires.......................................................................................................87 19.18 Blasting....................................................................................................................................87 19.19 Archeological Requirements...................................................................................................87 19.20 Endangered Species Resources...............................................................................................88 19.21 Cooperation with Public Agencies..........................................................................................88 General Conditions 007200-5 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Article 20—Project Coordination................................................................................................................88 20.01 Work Included.........................................................................................................................88 20.02 Document Submittal...............................................................................................................88 20.03 Communication During Project...............................................................................................89 20.04 Project Meetings.....................................................................................................................89 20.05 Requests for Information........................................................................................................91 20.06 Decision and Action Item Log..................................................................................................91 20.07 Notification By Contractor......................................................................................................92 20.08 Record Documents..................................................................................................................92 Article 21—Quality Management...............................................................................................................94 21.01 Contractor's Responsibilities ..................................................................................................94 21.02 Quality Management Activities by OPT..................................................................................95 21.03 Contractor's Use of OPT's Test Reports..................................................................................96 21.04 Documentation.......................................................................................................................96 21.05 Standards ................................................................................................................................97 21.06 Delivery and Storage...............................................................................................................97 21.07 Verification Testing for Corrected Defects..............................................................................97 21.08 Test Reports............................................................................................................................97 21.09 Defective Work.......................................................................................................................98 21.10 Limitation of Authority of Testing Laboratory........................................................................98 21.11 Quality Control Plan................................................................................................................98 21.12 Implement Contractor's Quality Control Plan ......................................................................100 Article 22—Final Resolution of Disputes..................................................................................................101 22.01 Senior Level Negotiations.....................................................................................................101 22.02 Mediation..............................................................................................................................101 Article 23—Minority/MBE/DBE Participation Policy................................................................................102 23.01 Policy.....................................................................................................................................102 23.02 Definitions.............................................................................................................................102 23.03 Goals......................................................................................................................................103 23.04 Compliance............................................................................................................................104 Article 24—Document Management........................................................................................................104 24.01 Work Included.......................................................................................................................104 24.02 Quality Assurance .................................................................................................................104 General Conditions 007200-6 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 24.03 Contractor's Responsibilities ................................................................................................104 24.04 Document Submittal.............................................................................................................105 24.05 Document Numbering ..........................................................................................................105 24.06 Document Requirements......................................................................................................106 Article25—Shop Drawings.......................................................................................................................107 25.01 Work Included.......................................................................................................................107 25.02 Quality Assurance .................................................................................................................107 25.03 Contractor's Responsibilities ................................................................................................107 25.04 Shop Drawing Requirements ................................................................................................109 25.05 Special Certifications and Reports........................................................................................109 25.06 Warranties and Guarantees..................................................................................................110 25.07 Shop Drawing Submittal Procedures....................................................................................110 25.08 Sample and Mockup Submittal Procedures..........................................................................112 25.09 Equal Non Specified Products...............................................................................................113 25.10 Requests for Deviation..........................................................................................................113 25.11 Designer Responsibilities......................................................................................................114 25.12 Resubmission Requirements.................................................................................................116 Article26—Record Data...........................................................................................................................117 26.01 Work Included.......................................................................................................................117 26.02 Quality Assurance.................................................................................................................117 26.03 Contractor's Responsibilities ................................................................................................117 26.04 Record Data Requirements...................................................................................................118 26.05 Special Certifications and Reports........................................................................................118 26.06 Warranties and Guarantees..................................................................................................119 26.07 Record Data Submittal Procedures.......................................................................................119 26.08 Designer's Responsibilities....................................................................................................120 Article 27—Construction Progress Schedule............................................................................................121 27.01 Requirements........................................................................................................................121 27.02 Document Submittal.............................................................................................................121 27.03 Schedule Requirements........................................................................................................121 27.04 Schedule Revisions................................................................................................................123 27.05 Float Time..............................................................................................................................123 Article 28—Video and Photographic documentation ..............................................................................124 General Conditions 007200-7 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 28.01 Work Included.......................................................................................................................124 28.02 Quality Assurance .................................................................................................................124 28.03 Document Submittal.............................................................................................................124 28.04 Photographs..........................................................................................................................125 28.05 Video Recording....................................................................................................................125 Article 29-Execution and Closeout.........................................................................................................125 29.01 Substantial Completion.........................................................................................................125 29.02 Final Inspections....................................................................................................................126 29.03 Reinspection Fees.................................................................................................................126 29.04 Closeout Documents Submittal ............................................................................................127 29.05 Transfer of Utilities ...............................................................................................................127 29.06 Warranties, Bonds and Service Agreements.........................................................................127 Article30-Miscellaneous........................................................................................................................128 30.01 Computation of Times...........................................................................................................128 30.02 Owner's Right to Audit Contractor's Records.......................................................................128 30.03 Independent Contractor.......................................................................................................129 30.04 Cumulative Remedies ...........................................................................................................129 30.05 Limitation of Damages..........................................................................................................129 30.06 No Waiver.............................................................................................................................129 30.07 Severability............................................................................................................................129 30.08 Survival of Obligations ..........................................................................................................130 30.09 No Third Party Beneficiaries .................................................................................................130 30.10 Assignment of Contract.........................................................................................................130 30.11 No Waiver of Sovereign Immunity........................................................................................130 30.12 Controlling Law.....................................................................................................................130 30.13 Conditions Precedent to Right to Sue...................................................................................130 30.14 Waiver of Trial by Jury...........................................................................................................130 30.15 Attorney Fees........................................................................................................................130 30.16 Compliance with Laws...........................................................................................................131 30.17 Enforcement..........................................................................................................................131 30.18 Subject to Appropriation.......................................................................................................131 30.19 Contract Sum.........................................................................................................................131 30.20 Contractor's Guarantee as Additional Remedy....................................................................131 General Conditions 007200-8 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 30.21 Notices. .................................................................................................................................131 General Conditions 007200-9 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 ARTICLE 1—DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Terms with initial capital letters, including the term's singular and plural forms, have the meanings indicated in this paragraph wherever used in the Bidding Requirements or Contract Documents. In addition to the terms specifically defined, terms with initial capital letters in the Contract Documents may include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda - Documents issued prior to the receipt of Bids which clarify or modify the Bidding Requirements or the proposed Contract Documents. 2. Agreement - The document executed between Owner and Contractor covering the Work. 3. Alternative Dispute Resolution -The process by which a disputed Claim may be settled as an alternative to litigation, if Owner and Contractor cannot reach an agreement between themselves. 4. Application for Payment - The forms used by Contractor to request payments from Owner and the supporting documentation required by the Contract Documents. 5. Award Date—The date the City Council of the City of Corpus Christi(City)authorizes the City Manager or designee to execute the Contract on behalf of the City. 6. Bid —The documents submitted by a Bidder to establish the proposed Contract Price and Contract Times and provide other information and certifications as required by the Bidding Documents. 7. Bidding Documents — The solicitation documents, the proposed Contract Documents and Addenda. 8. Bidder—An individual or entity that submits a Bid to Owner. 9. Bonds - Performance Bond, Payment Bond, Maintenance Bond, and other Surety instruments executed by Surety. When in singular form, refers to individual instrument. 10. Change Order-A document issued on or after the Effective Date of the Contract,which modifies the Work, Contract Price, Contract Times, or terms and conditions of the Contract. 11. Change Proposal - A document submitted by Contractor in accordance with the requirements of the Contract Documents: a. Requesting an adjustment in Contract Price or Contract Times; b. Contesting an initial decision concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; C. Challenging a set-off against payment due; or d. Seeking a Modification with respect to the terms of the Contract. 12. City Engineer - The Corpus Christi City Engineer and/or designee as identified at the preconstruction conference or in the Notice to Proceed. General Conditions 007200- 10 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 13. Claim - A demand or assertion by Owner or Contractor submitted in accordance with the requirements of the Contract Documents. A demand for money or services by an entity other than the Owner or Contractor is not a Claim. Claims must be initiated by written notice, signed and sworn to be an authorized corporate officer, verifying the truth and accuracy of the Claim. 14. Constituent of Concern - Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous wastes, and substances, products, wastes, or other materials that are or become listed, regulated, or addressed pursuant to: a. The Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. ("CERCLA"); b. The Hazardous Materials Transportation Act, 49 U.S.C. §§5101 et seq.; C. The Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. ("RCRA"); d. The Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; e. The Clean Water Act, 33 U.S.C. §§1251 et seq.; f. The Clean Air Act,42 U.S.C. §§7401 et seq.; or g. Any other Laws or Regulations regulating, relating to, or imposing liability or standards of conduct concerning hazardous,toxic, or dangerous waste, substance, or material. 15. Contract -The entire integrated set of documents concerning the Work and describing the relationship between the Owner and Contractor. 16. Contract Amendment-A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which: a. Authorizes new phases of the Work and establishes the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work; or b. Modifies the terms and conditions of the Contract but does not make changes in the Work. 17. Contract Documents - Those items designated as Contract Documents in the Agreement. 18. Contract Price - The monetary amount stated in the Agreement and as adjusted by Modifications,and increases or decreases in unit price quantities, if any,that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. 19. Contract Times-The number of days or the dates by which Contractor must: a. Achieve specified Milestones; b. Achieve Substantial Completion; and C. Complete the Work. 20. Contractor-The individual or entity with which Owner has contracted for performance of the Work. General Conditions 007200- 11 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 21. Contractor's Team - Contractor and Subcontractors, Suppliers, individuals, or entities directly or indirectly employed or retained by them to perform part of the Work or anyone for whose acts they may be liable. 22. Cost of the Work -The sum of costs incurred for the proper performance of the Work as allowed by Article 15. 23. Defective - When applied to Work, refers to Work that is unsatisfactory, faulty, or deficient in that it: a. Does not conform to the Contract Documents; b. Does not meet the requirements of applicable inspections, reference standards, tests, or approvals referred to in the Contract Documents; or C. Has been damaged or stolen prior to OAR's recommendation of final payment unless responsibility for the protection of the Work has been assumed by Owner at Substantial Completion 24. Designer - The individuals or entity named as Designer in the Agreement and the subconsultants, individuals, or entities directly or indirectly employed or retained by Designer to provide design or other technical services to the Owner. Designer has responsibility for engineering or architectural design and technical issues related to the Contract Documents. Designers are Licensed Professional Engineers, Registered Architects or Registered Landscape Architects qualified to practice their profession in the State of Texas. 25. Drawings - The part of the Contract that graphically shows the scope, extent, and character of the Work. Shop Drawings and other Contractor documents are not Drawings. 26. Effective Date of the Contract -The date indicated in the Agreement on which the City Manager or designee has signed the Contract. 27. Field Order-A document issued by OAR or Designer requiring changes in the Work that do not change the Contract Price or the Contract Times. 28. Hazardous Environmental Condition -The presence of Constituents of Concern at the Site in quantities or circumstances that may present a danger to persons or property exposed to Constituents of Concern. The presence of Constituents of Concern at the Site necessary for the execution of the Work or to be incorporated in the Work is not a Hazardous Environmental Condition provided these Constituents of Concern are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract. 29. Indemnified Costs-All costs, losses,damages,and legal or other dispute resolution costs resulting from claims or demands against Owner. These costs include fees for engineers, architects, attorneys, and other professionals. 30. Laws and Regulations; Laws or Regulations-Applicable laws,statutes, rules, regulations, ordinances,codes,and orders of governmental bodies,agencies,authorities,and courts having jurisdiction over the Project. 31. Liens - Charges, security interests, or encumbrances upon Contract related funds, real property, or personal property. General Conditions 007200- 12 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 32. Milestone-A principal event in the performance of the Work that Contractor is required by Contract to complete by a specified date or within a specified period of time. 33. Modification - Change made to the Contract Documents by one of the following methods: a. Contract Amendment; b. Change Order; C. Field Order; or d. Work Change Directive. 34. Notice of Award-The notice of Owner's intent to enter into a contract with the Selected Bidder. 35. Notice to Proceed -A notice to Contractor of the Contract Times and the date Work is to begin. 36. Owner -The City of Corpus Christi (City), a Texas home-rule municipal corporation and political subdivision organized under the laws of the State of Texas, acting by and through its duly authorized City Manager and designee, the City Engineer (the Director of Engineering Services), and the City's officers, employees, agents, or representatives, authorized to administer design and construction of the Project. 37. Owner's Authorized Representative or OAR -The individual or entity named as OAR in the Agreement and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide construction management services to the Owner. The OAR may be an employee of the Owner. 38. Owner's Project Team or OPT - The Owner, Owner's Authorized Representative, Resident Project Representative, Designer, and the consultants, subconsultants, individuals or entities directly or indirectly employed or retained by them to provide services to the Owner. 39. Partial Occupancy or Use - Use by Owner of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 40. Progress Schedule -A schedule prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. The Progress Schedule must be a Critical Path Method (CPM) Schedule. 41. Project - The total undertaking to be accomplished for Owner under the Contract Documents. 42. Project Manual — That portion of the Contract Documents that may include the following: introductory information,solicitation requirements and responses, proposal, Contract forms and General and Supplementary Conditions, General Requirements, Specification, Drawings, Project Safety Manual and Addenda. 43. Resident Project Representative or RPR-The authorized representative of OPT assigned to assist OAR at the Site. As used herein, the term Resident Project Representative includes assistants and field staff of the OAR. General Conditions 007200- 13 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 44. Samples - Physical examples of materials, equipment, or workmanship representing some portion of the Work that are used to establish the standards for that portion of the Work. 45. Schedule of Documents -A schedule of required documents, prepared and maintained by Contractor. 46. Schedule of Values - A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for Contractor's Applications for Payment. 47. Shop Drawings - All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents. 48. Site - Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed. The Site includes rights-of-way, easements, and other lands furnished by Owner which are designated for use by the Contractor. 49. Specifications -The part of the Contract that describes the requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 50. Subcontractor -An individual or entity having a direct contract with Contractor or with other Subcontractors or Suppliers for the performance of a part of the Work. 51. Substantial Completion -The point where the Work or a specified part of the Work is sufficiently complete to be used for its intended purpose in accordance with the Contract Documents. 52. Supplementary Conditions -The part of the Contract that amends or supplements the General Conditions. 53. Supplier - A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with Subcontractors or other Suppliers to furnish materials or equipment to be incorporated in the Work. 54. Technical Data-Those items expressly identified as Technical Data in the Supplementary Conditions with respect to either: a. Subsurface conditions at the Site; b. Physical conditions relating to existing surface or subsurface structures at the Site, except Underground Facilities; or C. Hazardous Environmental Conditions at the Site. 55. Underground Facilities - All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, other similar facilities or appurtenances, and encasements containing these facilities which are used to convey electricity, gases, steam, liquid petroleum products, telephone or other communications, fiber optic transmissions, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 56. Unit Price Work-Work to be paid for on the basis of unit prices. General Conditions 007200- 14 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 57. Work - The construction of the Project or its component parts as required by the Contract Documents. 58. Work Change Directive -A directive issued to Contractor on or after the Effective Date of the Contract ordering an addition, deletion, or revision in the Work. The Work Change Directive serves as a memorandum of understanding regarding the directive until a Change Order can be issued. 1.02 Terminology A. The words and terms discussed in this Paragraph 1.02 are not defined, but when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. It is understood that the cost for performing Work is included in the Contract Price and no additional compensation is to be paid by Owner unless specifically stated otherwise in the Contract Documents. Expressions including or similar to "at no additional cost to Owner," "at Contractor's expense,"or similar words mean that the Contractor is to perform or provide specified operation of Work without an increase in the Contract Price. C. The terms"day"or"calendar day" mean a calendar day of 24 hours measured from midnight to the next midnight. D. The meaning and intent of certain terms or adjectives are described as follows: 1. The terms "as allowed," "as approved," "as ordered," "as directed," or similar terms in the Contract Documents indicate an exercise of professional judgment by the OPT. 2. Adjectives including or similar to "reasonable," "suitable," "acceptable," "proper," "satisfactory," or similar adjectives are used to describe a determination of OPT regarding the Work. 3. Any exercise of professional judgment by the OPT will be made solely to evaluate the Work for general compliance with the Contract Documents unless there is a specific statement in the Contract Documents indicating otherwise. 4. The use of these or similar terms or adjectives does not assign a duty or give OPT authority to supervise or direct the performance of the Work, or assign a duty or give authority to the OPT to undertake responsibilities contrary to the provisions of Articles 9 or 10 or other provisions of the Contract Documents. E. The use of the words "furnish," "install," "perform," and "provide" have the following meanings when used in connection with services, materials, or equipment: 1. Furnish means to supply and deliver the specified services, materials, or equipment to the Site or other specified location ready for use or installation. 2. Install means to complete construction or assembly of the specified services, materials, or equipment so they are ready for their intended use. 3. Perform or provide means to furnish and install specified services, materials, or equipment, complete and ready for their intended use. 4. Perform or provide the specified services, materials, or equipment complete and ready for intended use if the Contract Documents require specific services, materials, or General Conditions 007200- 15 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 equipment, but do not expressly use the words "furnish," "install," "perform," or "provide." F. Contract Documents are written in modified brief style: 1. Requirements apply to all Work of the same kind, class, and type even though the word "all" is not stated. 2. Simple imperative sentence structure is used which places a verb as the first word in the sentence. It is understood that the words "furnish," "install," "perform," "provide," or similar words include the meaning of the phrase "The Contractor shall..." before these words. 3. Unless specifically stated that action is to be taken by the OPT or others, it is understood that the action described is a requirement of the Contractor. G. Words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with this recognized meaning unless stated otherwise in the Contract Documents. H. Written documents are required where reference is made to notices, reports, approvals, consents, documents, statements, instructions, opinions or other types of communications required by the Contract Documents. Approval and consent documents must be received by Contractor prior to the action or decision for which approval or consent is given. These may be made in printed or electronic format through the OPT's project management information system or other electronic media as required by the Contract Documents or approved by the OAR. I. Giving notice as required by the Contract Documents may be by printed or electronic media using a method that requires acknowledgment of the receipt of that notice. ARTICLE 2—PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. Provide required Bonds with the executed Agreement. B. Provide evidence of insurance required by the Contract Documents with the executed Agreement. 2.02 Copies of Documents A. OPT is to furnish one fully executed Agreement (either electronic or printed) and one copy of the executed Contract Documents in electronic portable document format (PDF). This document is the Project Record Copy of the Contract Documents. 2.03 Project Management System A. Owner shall administer its design and construction management through an internet-based project management system known as e-Builder. B. Contractor shall conduct all communication through and perform all project-related functions utilizing this project management system. This includes all correspondence, General Conditions 007200- 16 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 submittals, requests for information, payment requests and processing, contract amendments, change orders, delivery orders and other administrative activities. C. Owner shall administer the software and provide training to Contractor's Team. 2.04 Before Starting Construction A. Provide the following preliminary documents in accordance with the Contract Documents within 10 days after the Effective Date of the Contract: 1. Progress Schedule, which must be a Critical Path Method (CPM) Schedule; 2. Schedule of Documents; and 3. Schedule of Values and projected cash flow information. 2.05 Preconstruction Conference; Designation of Authorized Representatives A. Attend the preconstruction conference as required by the Contract Documents. B. Designate the specific individuals authorized to act as representatives of the Contractor. These individuals must have the authority to transmit and receive information, render decisions relative to the Contract, and otherwise act on behalf of the Contractor. C. Owner is to designate the specific individuals authorized to act as representatives of the Owner and the limits of their authority with regard to acting on behalf of the Owner. ARTICLE 3—CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent A. Requirements of components of the Contract Documents are as binding as if required by all Contract Documents. It is the intent of the Contract Documents to describe a functionally complete Project. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OPT. 1. The Contract requirements described in the General Conditions and Supplementary Conditions apply to Work regardless of where it is described in the Contract Documents, unless specifically noted otherwise. 2. In offering a Bid for this Project and in entering into this Contract,Contractor represents: a. Contractor has studied the Contract Documents, the Work, the Site, local conditions, Laws and Regulations, and other conditions that may affect the Work; b. Contractor has studied the Technical Data and other information referred to in the Contract Documents and has or will make additional surveys and investigations as deemed necessary for the performance of the Work; C. Contractor has correlated these studies and observations with the requirements of the Contract Documents; and d. Contractor has taken all of this information into consideration in developing the Contract Price offered and that the Contract Price offered provides full compensation for providing the Work in accordance with the Contract Documents. General Conditions 007200- 17 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. Organization of the Contract Documents is not intended to control or lessen the responsibility of the Contractor when dividing Work among Subcontractors or Suppliers, or to establish the extent of Work to be performed by trades, Subcontractors, or Suppliers. Specifications or details do not need to be indicated or specified in each Specification or Drawing. Items shown in the Contract Documents are applicable regardless of their location in the Contract Documents. 4. Standard paragraph titles and other identifications of subject matter in the Specifications are intended to aid in locating and recognizing various requirements of the Specifications. Titles do not define, limit, or otherwise restrict Specification text. 5. Provide the labor, documentation, services, materials, or equipment that may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result, whether specifically called for in the Contract Documents or not. Include these related costs in the offered Contract Price. B. Provide equipment that is functionally complete as described in the Contract Documents. The Drawings and Specifications do not indicate or describe all of the Work required to complete the installation of products purchased by the Owner or Contractor. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the Designer through the OAR. C. Comply with the most stringent requirements where compliance with two or more standards is specified and they establish different or conflicting requirements for the Work, unless the Contract Documents indicate otherwise. D. Provide materials and equipment comparable in quality to similar materials and equipment incorporated in the Project or as required to meet the minimum requirements of the application if the materials and equipment are shown in the Drawings but are not included in the Specifications. E. The Project Record Copy of the Contract Documents governs if there is a discrepancy between the Project Record Copy of the Contract Documents and subsequent electronic or digital versions of the Contract Documents, including printed copies derived from these electronic or digital versions. F. The Contract supersedes all prior written or oral negotiations, representations, and agreements. The Contract Documents comprise the entire Agreement between Owner and Contractor. The Contract Documents may be modified only by a Modification. G. Request clarification from OAR for a decision before proceeding if Contractor is not clear on the meaning of the Contract Documents. OAR is to issue clarifications and interpretations of the Contract Documents in accordance with the Contract Documents. 3.02 Reference Standards A. Standard Specifications, Codes, Laws and Regulations: 1. Reference in the Contract Documents to standard specifications, manuals, reference standards, or codes of technical societies, organizations, or associations, or to Laws or Regulations,whether specific or implied, are those in effect at the time Contractor's Bid is submitted or when Contractor negotiates the Contract Price unless specifically stated otherwise in the Contract Documents. General Conditions 007200- 18 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. No provision of referenced standard specifications, manuals, reference standards, codes, or instructions of a Supplier changes the duties or responsibilities of OPT or Contractor from those described in the Contract Documents or assigns a duty to or gives authority to the OPT to supervise or direct the performance of the Work or undertake responsibilities inconsistent with the Contract Documents. 3. The provisions of the Contract Documents take precedence over standard specifications, manuals, reference standards, codes, or instructions of a Supplier unless specifically stated otherwise in the Contract Documents. B. Comply with applicable construction industry standards, whether referenced or not. 1. Standards referenced in the Contract Documents govern over standards not referenced but recognized as applicable in the construction industry. 2. Comply with the requirements of the Contract Documents if they produce a higher quality of Work than the applicable construction industry standards. 3. Designer determines whether a code or standard is applicable, which of several are applicable, or if the Contract Documents produce a higher quality of Work. C. Make copies of reference standards available if requested by OAR. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Carefully study the Drawings and verify pertinent figures and dimensions with respect to actual field measurements before undertaking the Work. Immediately report conflicts, errors, ambiguities, or discrepancies that Contractor discovers or has actual knowledge of to the OAR. Do not proceed with affected Work until the conflict, error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the Contract Documents issued pursuant to Paragraph 11.01. 2. The exactness of existing grades, elevations, dimensions or locations given on any Drawings issued by Designer, or the work installed by other contractors, is not guaranteed by Owner. Contractor shall, therefore, satisfy itself as to the accuracy of all grades, elevations, dimensions and locations. Any errors due to Contractor's failure to verify at the site all such grades, elevations, dimensions or locations relating to such existing or other work shall be rectified by Contractor without any additional cost to Owner. 3. Immediately notify the OAR of conflicts, errors, ambiguities, or discrepancies in the Contract Documents or discrepancies between the Contract Documents and: a. Applicable Laws or Regulations; b. Actual field conditions; C. Standard specifications, manuals, reference standards, or codes; or d. Instructions of Suppliers. 4. Do not proceed with affected Work until the conflict,error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the General Conditions 007200- 19 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Contract Documents issued pursuant to Paragraph 11.01, except in an emergency as required by Paragraph 7.12. 5. Contractor is liable to the OPT for failure to report conflicts, errors, ambiguities, or discrepancies in the Contract Documents of which Contractor has actual knowledge. 6. Contractor is deemed to have included the most expensive item, system, procedure, etc. in the Contract Price if a conflict, error, ambiguity, or discrepancy in components of the Contract Documents was known, but not reported prior to submitting the Bid or when Contractor negotiates the Contract Price. 3.04 Interpretation of the Contract Documents A. Submit questions concerning the non-technical or contractual/administrative requirements of the Contract Documents to the OAR immediately after those questions arise. OAR is to provide an interpretation of the Contract Documents regarding these questions and will coordinate the response of the OPT to Contractor. B. Submit questions regarding the design of the Project described in the Contract Documents to the OAR immediately after those questions arise. OAR is to request an interpretation of the Contract Documents from the Designer. Designer is to respond to these questions by providing an interpretation of the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OPT may initiate a Modification to the Contract Documents through the OAR if a response to the question indicates that a change in the Contract Documents is required. Contractor may appeal Designer's or OAR's interpretation by submitting a Change Proposal. 3.05 Reuse of Documents A. Contractor's Team has no rights to the Contract Documents and may not use the Contract Documents, or copies or electronic media editions of the Contract Documents, other than for the construction of this Project. This provision survives final payment or termination of the Contract. B. Contractor is allowed to retain a copy of the Contract Documents for record purposes, unless specifically prohibited by the Owner for security reasons. Surrender paper and digital copies of the Contract Documents and other related documents and remove these documents from computer equipment or storage devices as a condition of final payment if the Owner so directs. ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK 4.01 Commencement of Contract Times; Notice to Proceed A. The Contract Times commence to run on the date indicated in the Notice to Proceed. 4.02 Starting the Work A. Begin performing the Work on the date indicated in the Notice to Proceed. Do not begin Work prior to having the insurance required in Article 6 in force or before the date indicated in the Notice to Proceed. General Conditions 007200-20 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4.03 Progress Schedule A. Construct the Work in accordance with the Progress Schedule established in accordance with the Contract Documents. 1. Adjust the Progress Schedule as required to accurately reflect actual progress on the Work. 2. Submit proposed adjustments in the Progress Schedule that change the Contract Times in accordance with the requirements of Article 11. B. Continue performing Work and adhere to the Progress Schedule during disputes or disagreements with Owner. Do not delay or postpone Work pending resolution of disputes or disagreements, or during an appeal process. 4.04 Delays in Contractor's Progress A. No Damages for Delay: Contractor shall receive no compensation for delays or hindrances to the Work,except in the case of direct interference with means and methods by the Owner. In no event shall the Contractor be entitled to any compensation or recovery of any special damages in connection with any delays, including without limitation: consequential damages, lost opportunity costs, impact damages, or other similar damages. Owner's exercise of any of its rights or remedies under the Contract Documents (including without limitation ordering changes in the Work, or directing suspension, rescheduling, or correction of the Work), regardless of the extent or frequency of Owner's exercise of such rights or remedies, shall not be construed as active interference in the Contractor's performance of the Work. An extension of Contract Time, to the extent permitted, shall be the sole remedy of the Contractor for any acknowledged delays.Contractor agrees that the extension of time provides an equitable adjustment. B. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delays, disruptions, or interference caused by or within the control of Contractor's Team. C. No time extensions are allowed for weather conditions, other than those listed in Paragraph 4.04.D, for Projects using calendar days or a fixed date to establish the Contract Time. Contractor is to include the cost associated with weather related delays in the Contract Price and assumes the risks associated with delays related to weather conditions. D. Contractor is entitled to an equitable adjustment in the Contract Times if Contractor's performance or progress is delayed,disrupted or interfered with by unanticipated causes not the fault of and beyond the control of OPT or Contractor. These adjustments in Contract Times are the Contractor's sole and exclusive remedy for the delays, disruption, and interference described in this paragraph.These unanticipated causes may include: 1. Severe and unavoidable natural catastrophes e.g. fires, floods, hurricanes, epidemics, and earthquakes; 2. Acts or failures to act of utility owners performing other work at or adjacent to the Site; 3. Acts of war or terrorism; and 4. Rain days in excess of the number specified in a calendar year. General Conditions 007200-21 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. Delays, disruption, and interference to the performance or progress of the Work resulting from the following are governed by Article 5: 1. The existence of a differing subsurface or physical condition; 2. An Underground Facility not shown or not indicated with reasonable accuracy by the Contract Documents; and 3. Hazardous Environmental Conditions. F. Article 8 governs delays, disruption, and interference to the performance or progress of the Work resulting from the performance of certain other work at or adjacent to the Site. G. Notify the OAR immediately of a potential delaying, disrupting, or interfering event. Submit a Change Proposal seeking an adjustment in Contract Price or Contract Times within 30 days of the commencement of the delaying, disrupting, or interfering event. Claims for adjustment to the Contract Price or Contract Times that do not comply with Article 13 are waived. H. Contractor is only entitled to an adjustment of the Contract Times for specific delays, disruptions, and interference to the performance or progress of the Work that can be demonstrated to directly impact the ability of the Contractor to complete the Work within the Contract Times. No adjustments in Contract Times are allowed for delays on components of the Work which were or could have been completed without impacting the Contract Times. I. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of the Owner if this delay is concurrent with a delay, disruption, or interference attributable to or within the control of the Contractor's Team. ARTICLES—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands A. Owner is to furnish the Site and inform the Contractor of encumbrances or restrictions known to Owner related to use of the Site with which Contractor must comply in performing the Work. B. Provide for additional lands and access Contractor requires for temporary construction facilities or storage of materials and equipment, other than those identified in the Contract Documents. Provide documentation of authority to use these additional lands to OAR before using them. 5.02 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Confine construction equipment, temporary construction facilities, the storage of materials and equipment, and the operations of workers to the Site,adjacent areas that Owner or Contractor has arranged to use through construction easements or agreements, and other adjacent areas as permitted by Laws and Regulations. Assume General Conditions 007200-22 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 full responsibility for damage or injuries which result from the performance of the Work or from other actions or conduct of the Contractor's Team, including: a. Damage to the Site; b. Damage to adjacent areas used for Contractor's Team's operations; C. Damage to other adjacent land or areas; and d. Injuries and losses sustained by the owners or occupants of these lands or areas. 2. Take the following action if a damage or injury claim is made by the owner or occupant of adjacent land or area because of the performance of the Work, or because of other actions or conduct of the Contractor's Team: a. Take immediate corrective or remedial action as required by Paragraph 7.09; and b. Attempt to settle the claim through negotiations with the owner or occupant, or otherwise resolve the claim by mediation or other dispute resolution proceeding or at law. 5.03 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1. Those reports known to OPT of explorations and tests of subsurface conditions at or adjacent to the Site; 2. Those drawings known to OPT of physical conditions related to existing surface or subsurface structures at the Site, except Underground Facilities; and 3. Technical Data contained in these reports and drawings. B. Data contained in boring logs, recorded measurements of subsurface water levels, and the results of tests performed on materials described in geotechnical data reports specifically prepared for the Project and made available to Contractor are defined as Technical Data, unless Technical Data has been defined more specifically in the Supplementary Conditions. C. Contractor may rely upon the accuracy of the Technical Data contained in these reports and drawings, but these reports and drawings are not Contract Documents. Except for this reliance on Technical Data,Contractor may not rely upon or make claims against Owner with respect to: 1. The completeness of reports and drawings for Contractor's purposes, including aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, or Contractor's safety precautions and programs; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Contractor's interpretation of or conclusions drawn from Technical Data or other data, interpretations, opinions, or information. General Conditions 007200-23 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 5.04 Differing Subsurface or Physical Conditions A. Notify OAR immediately, but in no event later than 3 days, after becoming aware of a subsurface or physical condition that is uncovered or revealed at the Site,and before further disturbing the subsurface or physical conditions or performing any related Work that: 1. Establishes that the Technical Data on which Contractor is entitled to rely as provided in Paragraph 5.03 is materially inaccurate; 2. Requires a change in the Drawings or Specifications; 3. Differs materially from that shown or indicated in the Contract Documents; or 4. Is of an unusual nature and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. Do not further disturb or perform Work related to this subsurface or physical condition, except in an emergency as required by Paragraph 7.12, until permission to do so is issued by OAR. B. OAR is to notify the OPT after receiving notice of a differing subsurface or physical condition from the Contractor. Designer is to: 1. Promptly review the subsurface or physical condition; 2. Determine the necessity of OPT's obtaining additional exploration or tests with respect to the subsurface or physical condition; 3. Determine if the subsurface or physical condition falls within one or more of the differing Site condition categories in Paragraph 5.04.A; 4. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with the subsurface or physical condition in question; 5. Determine the need for changes in the Drawings or Specifications; and 6. Advise OPT of Designer's findings, conclusions, and recommendations. C. OAR is to issue a statement to Contractor regarding the subsurface or physical condition in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. D. Possible Contract Price and Contract Times Adjustments: 1. Contractor is entitled to an equitable adjustment in Contract Price or Contract Times to the extent that a differing subsurface or physical condition causes a change in Contractor's cost or time to perform the Work provided the condition falls within one or more of the categories described in Paragraph 5.04.A. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 15.03. General Conditions 007200-24 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. Contractor is not entitled to an adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if: a. Contractor knew of the existence of the subsurface or physical condition at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; b. The existence of the subsurface or physical condition could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or C. Contractor failed to give notice as required by Paragraph 5.04.A. 3. Contractor may submit a Change Proposal no later than 30 days after OAR's issuance of the OPT's statement to Contractor regarding the subsurface or physical condition in question. 4. A Change Order is to be issued by the OAR if Owner and Contractor agree that Contractor is entitled to an adjustment in the Contract Price or Contract Times and agree to the amount or extent of adjustments in the Contract Price or Contract Times. 5.05 Underground Facilities A. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or adjacent to the Site is based on information and data furnished to OPT by the owners of these Underground Facilities or by others. OPT is not responsible for the accuracy or completeness of information or data provided by others that OPT makes available to Contractor. The Contractor is responsible for: 1. Investigating and field-verifying the location of underground facilities before beginning Work; 2. Reviewing and checking available information and data regarding existing Underground Facilities at the Site; 3. Complying with Laws and Regulations related to locating Underground Facilities before beginning Work; 4. Locating Underground Facilities shown or indicated in the Contract Documents; 5. Coordinating the Work with the owners, including Owner, of Underground Facilities during construction; and 6. The safety and protection of existing Underground Facilities at or adjacent to the Site and repairing damage resulting from the Work. B. Notify the OAR and the owner of the Underground Facility immediately, but in no event later than 3 days, if an Underground Facility is uncovered or revealed at the Site that was not shown in the Contract Documents or was not shown with reasonable accuracy in the Contract Documents. Do not further disturb conditions or perform Work affected by this discovery, except in the event of an emergency as required by Paragraph 7.12. General Conditions 007200-25 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. The Designer is to take the following action after receiving notice from the OAR: 1. Promptly review the Underground Facility and conclude whether the Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; 2. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with this Underground Facility; 3. Determine the extent to which a change is required in the Drawings or Specifications to document the consequences of the existence or location of the Underground Facility; and 4. Advise OAR of Designer's findings, conclusions, and recommendations and provide revised Drawings and Specifications if required. D. OAR is to issue a statement to Contractor regarding the Underground Facility in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. E. Contractor is entitled to an equitable adjustment in the Contract Price or Contract Times as provided in Paragraphs 11.04 and 11.05 to the extent that the existing Underground Facility at the Site that was not shown or indicated in the Contract Documents or was not shown or indicated with reasonable accuracy. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 15.03. F. Contractor is not entitled an adjustment in the Contract Price or Contract Times with respect to an existing Underground Facility at the Site if: 1. Contractor knew of the existence of the existing Underground Facility at the Site at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; 2. The existence of the existing Underground Facility at the Site could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or 3. Contractor failed to give notice as required by Paragraph 5.05.B. G. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of adjustments in the Contract Price or Contract Times no later than 30 days after OAR's issuance of OPT's statement to Contractor regarding the Underground Facility. 5.06 Hazardous Environmental Conditions at Site A. The Supplementary Conditions identify: 1. Those reports and drawings known to OPT relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; and 2. Technical Data contained in these reports and drawings. B. Contractor may rely upon the accuracy of the Technical Data contained in reports and drawings relating to Hazardous Environmental Conditions identified in the Supplementary General Conditions 007200-26 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Conditions, but these reports and drawings are not Contract Documents. Except for the reliance on expressly identified Technical Data,Contractor may not rely upon or make claims against Owner's Indemnitees with respect to: 1. The completeness of these reports and drawings for Contractor's purposes, including aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor or Contractor's safety precautions and programs related to Hazardous Environmental Conditions; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Any Contractor interpretation of or conclusion drawn from Technical Data or other data, interpretations, opinions or information. C. The results of tests performed on materials described in environmental reports specifically prepared for the Project and made available to Contractor are defined as Technical Data unless Technical Data has been defined more specifically in the Supplementary Conditions. D. Contractor is not responsible for removing or remediating Hazardous Environmental Conditions encountered, uncovered or revealed at the Site unless this removal or remediation is expressly identified in the Contract Documents to be within the scope of the Work. E. Contractor is responsible for controlling, containing, and duly removing and remediating Constituents of Concern brought to the Site by Contractor's Team and paying associated costs. 1. Owner may remove and remediate the Hazardous Environmental Condition and impose a set-off against payments to Contractor for associated costs if Contractor's Team creates a Hazardous Environmental Condition, and Contractor does not take acceptable action to remove and remediate the Hazardous Environmental Condition. 2. Contractor's obligation to indemnify Owner for claims arising out of or related to Hazardous Environmental Conditions are as set forth in Paragraph 7.14. F. Immediately notify the OAR and take the following action if Contractor uncovers or reveals a Hazardous Environmental Condition at the Site or adjacent areas used by the Contractor's Team that was not created by the Contractor's Team: 1. Secure or otherwise isolate this condition; 2. Stop Work in affected areas or connected with the condition, except in an emergency as required by Paragraph 7.12; and 3. Do not resume Work in connection with the Hazardous Environmental Condition or in affected areas until after OPT has obtained required permits and OAR sends notice to the Contractor: a. Specifying that this condition and affected areas are or have been rendered safe for the resumption of Work; or b. Specifying special conditions under which Work may be resumed safely. General Conditions 007200-27 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. Owner may order the portion of the Work that is in the area affected by the Hazardous Environmental Condition to be deleted from the Work following the procedures in Article 11 if Contractor does not agree to: a. Resume the Work based on a reasonable belief it is unsafe; or b. Resume the Work under the special conditions provided by the OAR. 5. Owner may have this deleted portion of the Work performed by Owner's own forces or others in accordance with Article 8. G. Contractor may submit a Change Proposal or Owner may impose a set-off if an agreement is not reached within 10 days of OAR's notice regarding the resumption of Work as to whether Contractor is entitled to an adjustment in Contract Price or Contract Times or on the amount or extent of adjustments resulting from this Work stoppage or special conditions under which Contractor agrees to resume Work. H. The provisions of Paragraphs 5.03, 5.04, and 5.05 do not apply to the presence of Constituents of Concern or a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 6—BONDS AND INSURANCE 6.01 Performance, Payment, and Other Bonds A. Furnish Performance and Payment Bonds, each in an amount equal to the Contract Price, as security for the faithful performance and payment of Contractor's obligations under the Contract Documents. These Bonds are to remain in effect until 1 year after the date of final payment. Furnish other Bonds as required by the Contract Documents. B. Bonds furnished by the Contractor must meet the requirements of Texas Insurance Code Chapter 3503, Texas Government Code Chapter 2253, and all other applicable Laws and Regulations. C. Notify OAR immediately if the surety on Bonds furnished by Contractor: 1. Is declared bankrupt, or becomes insolvent; 2. Has its right to do business in Texas terminated; or 3. Ceases to meet the requirements of Paragraph 6.02. Provide a Bond and surety which comply with the requirements of Paragraph 6.02 within 20 days after the event giving rise to this notification. D. Contractor is to use amounts paid by Owner to Contractor under the Contract for the performance of the Contract and to satisfy claims against the Payment Bond. E. Notify the OAR of claims filed against the Payment Bond. Notify the claimant and OAR of undisputed amounts and the basis for challenging disputed amounts when a claimant has satisfied the conditions prescribed by Texas Government Code Chapter 2253. Promptly pay undisputed amount. F. Owner is not liable for payment of costs or expenses of claimants under the Payment Bond. Owner has no obligations to pay, give notice or take other action to claimants under the Payment Bond. General Conditions 007200-28 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 G. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 18 if Contractor fails to obtain or maintain required Bonds. H. OPT will provide a copy of the Payment Bond to Subcontractors, Suppliers, or other persons or entities claiming to have furnished labor or materials used in the performance of the Work that request this information in accordance with Texas Government Code Chapter 2253. 6.02 Licensed Sureties A. Provide Bonds in the form prescribed by the Contract Documents from sureties named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. B. Provide Bonds required by the Contract Documents from surety companies that are duly licensed or authorized to provide bonds in the State of Texas. 6.03 Required Minimum Insurance Coverage A. Obtain and maintain insurance as required in this Article and in the Supplementary Conditions. B. Deliver evidence of insurance in accordance with the Supplementary Conditions to the Owner to demonstrate that Contractor has obtained and is maintaining the policies, coverages, and endorsements required by the Contract. Provide copies of these certificates to each named insured and additional insured as identified in the Supplementary Conditions or otherwise. 6.04 General Insurance Provisions A. Provide insurance coverages and limits meeting the requirements for insurance in accordance with this Article 6 and the Supplementary Conditions. B. Provide endorsements to the policies as outlined in this Article. C. Obtain insurance from companies that are duly licensed or authorized in the State of Texas to issue insurance policies for the required limits and coverages. Provide insurance from companies that have an A.M. Best rating of A-VIII or better. D. Furnish copies of endorsements and documentation of applicable self-insured retentions and deductibles upon request by OPT or any named insured or additional insured. Contractor may block out (redact) any confidential premium or pricing information contained in any endorsement furnished under this Contract. E. The name and number of the Project must be referenced on the certificate of insurance. F. OPT's failure to demand such certificates or other evidence of the Contractor's full compliance with the insurance requirements or failure to identify a deficiency in compliance from the evidence provided is not a waiver of the Contractor's obligation to obtain and maintain the insurance required by the Contract Documents. G. Notify the Owner if the Contractor fails to purchase or maintain the insurance required by the Contract Documents. Contractor shall not be allowed to perform any Work on the General Conditions 007200-29 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Project until the required insurance policies are in effect. A Certificate of Liability Insurance shall be submitted to the OPT. H. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 18 if Contractor fails to obtain or maintain the required insurance. I. Owner does not represent that the insurance coverage and limits established in this Contract are adequate to protect Contractor or Contractor's interests. J. The required insurance and insurance limits do not limit the Contractor's liability under the indemnities granted to Owner in the Contract Documents. K. Provide for an endorsement that the "other insurance" clause shall not apply to the OPT where the OPT is an additional insured shown on the policy. Contractor's insurance is primary and non-contributory with respect to any insurance or self-insurance carried by the OPT for liability arising out of operations under this Contract. L. Include the Owner and list the other members of the OPT and any other individuals or entities identified in the Supplementary Conditions as additional insureds on all policies with the exception of the workers' compensation policy and Contractor's professional liability policy. 6.05 Contractor's Insurance A. Purchase and maintain workers' compensation and employer's liability insurance for: 1. Claims under workers' compensation, disability benefits, and other similar employee benefit acts. Obtain workers' compensation coverage through a licensed insurance company in accordance with Texas law and written on a policy and endorsements approved by the Texas Department of Insurance. Provide insurance in amounts to meet all workers' compensation obligations. Provide an "All Other States" endorsement if Contractor is not domiciled in Texas and policy is not written in accordance with Texas Department of Insurance rules. 2. Claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. United States Longshoreman and Harbor Workers' Compensation Act and Jones Act coverage (if applicable). 4. Foreign voluntary worker compensation (if applicable). B. Purchase and maintain commercial general liability insurance covering all operations by or on behalf of Contractor. The expected coverage is that which would be included in a commercially available ISO Commercial General Liability policy and should provide coverage on an occurrence basis, against: 1. Claims for damages because of bodily injury,sickness or disease,or death of any person other than Contractor's employees; 2. Claims for damages insured by reasonably available personal injury liability coverage which are sustained; 3. By any person as a result of an offense directly or indirectly related to the employment of such person by Contractor; and General Conditions 007200-30 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including any resulting loss of use. C. Provide Contractor's commercial general liability policy that is written on a 1996 (or later) ISO commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage as required in this Article and the Supplementary Conditions. Insurance is to remain in effect for 3 years after final payment. Furnish evidence of the continuation of this insurance at final payment and again each year for 3 years after final payment to Owner and each named insured or additional insured. a. If required by the Supplementary Conditions, provide and maintain Installation Floater insurance for property under the care, custody, or control of Contractor. Provide Installation Floater insurance that is a broad form or "All Peril" policy providing coverage for all materials, supplies, machinery, fixtures, and equipment which will be incorporated into the Work. 1) Provide coverage under the Contractor's Installation Floater that includes: a) Faulty or Defective workmanship, materials, maintenance, or construction; b) Cost to remove Defective or damaged Work from the Site or to protect it from loss or damage; c) Cost to cleanup and remove pollutants; d) Coverage for testing and startup; e) Any loss to property while in transit; f) Any loss at the Site; g) Any loss while in storage, both on and off the Site; and h) Any loss to temporary Project Works if their value is included in the Contract Price. 2) Coverage cannot be contingent on an external cause or risk or limited to property for which the Contractor is legally liable. Provide limits of insurance adequate to cover the value of the installation. Pay any deductible carried under this coverage and assume responsibility for claims on materials, supplies, machinery, fixtures, and equipment which will be incorporated into the Work while in transit or in storage. 2. Blanket contractual liability coverage for Contractor's contractual indemnity obligations in Paragraph 7.14, and all other contractual indemnity obligations of Contractor in the Contract Documents. Industry standard ISO Contractual Liability coverage will meet this obligation. 3. Broad form property damage coverage. 4. Severability of interest. 5. Underground explosion and collapse coverage. General Conditions 007200-31 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6. Personal injury coverage. 7. Endorsement CG 2032, "Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured" or its equivalent. D. Purchase and maintain automobile liability insurance against claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. E. For Projects with a Contract Value that exceeds$5,000,000, purchase and maintain umbrella or excess liability insurance written over the underlying employer's liability, commercial general liability, and automobile liability insurance described in the paragraphs above. Provide coverage that is at least as broad as all underlying policies. Provide a policy that provides first-dollar liability coverage as needed. F. Provide Contractor's commercial general liability and automobile liability policies that: 1. Are written on an occurrence basis; 2. Include the individuals or entities identified in the Supplementary Conditions as additional insureds; 3. Include coverage for Owner as defined in Article 1; and 4. Provide primary coverage for all claims covered by the policies, including those arising from both ongoing and completed operations. G. Purchase and maintain insurance coverage for third-party injury and property damage claims, including clean-up costs that result from Hazardous Environmental Conditions which result from Contractor's operations and completed operations. Provide Contractor's pollution liability insurance that includes long-term environmental impacts for the disposal of pollutants/contaminants and is not limited to sudden and accidental discharge. The completed operations coverage is to remain in effect for 3 years after final payment. The policy must name OPT and any other individuals and entities identified in the Supplementary Conditions as additional insureds. H. Purchase and maintain applicable professional liability insurance, or have Subcontractors and Suppliers do so, if Contractor or any Subcontractor or Supplier will provide or furnish professional services under this Contract. I. The policies of insurance required by this Article must: 1. Include at least the specific coverages and be written for not less than the limits of liability provided in this Article or the Supplementary Conditions or required by Laws or Regulations, whichever is greater. 2. Contain a provision that coverage afforded will not be canceled or materially changed until at least 30 days prior written notice has been given to Contractor, Owner, and all named insureds and additional insureds. 3. Remain in effect at all times when Contractor is performing Work or is at the Site to conduct tasks arising from the Contract Documents. 4. Be appropriate for the Work being performed and provide protection from claims resulting from the Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether performed by Contractor, General Conditions 007200-32 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Subcontractor, Supplier, anyone directly or indirectly employed or retained by any of them, or by anyone for whose acts they may be liable. J. The coverage requirements for specific policies of insurance must be met directly by those policies and may not rely on excess or umbrella insurance provided in other policies to meet the coverage requirement. 6.06 Property Insurance A. Purchase and maintain builder's risk insurance in the amount of the full replacement cost of the Project. This policy is subject to the deductible amounts requirements in this Article and the Supplementary Conditions or those required by Laws and Regulations and must comply with the requirements of Paragraph 6.09. This insurance shall: 1. Include the OPT,Contractor,and all Subcontractors,and any other individuals or entities identified in the Supplementary Conditions, as named insureds. 2. Be written on a builder's risk "all risk" policy form that includes insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and insures against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; flood; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; water damage (other than that caused by flood); and such other perils or causes of loss as may be specifically required by this Section. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; or flood, are not commercially available under builder's risk, by endorsement or otherwise, this insurance may be provided through other insurance policies acceptable to Owner and Contractor. 3. Cover expenses incurred in the repair or replacement of any insured property. 4. Cover materials and equipment in transit or stored prior to being incorporated in the Work. 5. Cover Owner-furnished or assigned property. 6. Allow for partial utilization of the Work by Owner. 7. Allow for the waiver of the insurer's subrogation rights as set forth below. 8. Provide primary coverage for all losses and damages caused by the perils or causes of loss covered. 9. Not include a co-insurance clause. 10. Include a broad exception for ensuing losses from physical damage or loss with respect to any Defective workmanship, design, or materials exclusions. 11. Include testing and startup. 12. Be maintained in effect until the Work as a whole is complete, unless otherwise agreed to in writing by Owner and Contractor. General Conditions 007200-33 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. Evidence of insurance provided must contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days' prior written notice has been given to Owner and Contractor and to each named insured. C. Pay for costs not covered by the policy deductible. D. Notify builder's risk insurance provider if Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work. Maintain the builder's risk insurance in effect during this Partial Occupancy or Use. E. Contractor may purchase other special insurance to be included in or to supplement the builder's risk or property insurance policies provided under this Article and the Supplementary Conditions. F. Contractor, Subcontractors, or employees of the Contractor or a Subcontractor owning property items, such as tools, construction equipment, or other personal property not expressly covered in the insurance required by the Contract Documents are responsible for providing their own insurance. 6.07 Waiver of Rights A. Insurance shall include a waiver of subrogation in favor of the additional insureds identified in the Supplementary Conditions. B. All policies purchased in accordance with this Article are to contain provisions to the effect that the insurers have no rights of recovery against OPT, named insureds or additional insureds in the event of a payment for loss or damage. Contractor and insurers waive all rights against the Owner's Indemnities for losses and damages created by or resulting from any of the perils or causes of loss covered by these policies and any other applicable property insurance. None of these waivers extend to the rights Contractor has to the proceeds of insurance as trustee. C. Contractor is responsible for assuring that agreements with Subcontractors contain provisions that the Subcontractor waive all rights against Owner,Contractor, named insureds and additional insureds, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them,for all losses and damages created by or resulting from any of the perils or causes of loss covered by builder's risk insurance and other property insurance. 6.08 Owner's Insurance for Project A. Owner is not responsible for purchasing and maintaining any insurance to protect the interest of the Contractor, Subcontractors, or others in the Work. The stated limits of insurance required are minimum only. Determine the limits that are adequate. These limits may be basic policy limits or any combination of basic limits and umbrella limits. In any event, Contractor is fully responsible for all losses arising out of, resulting from, or connected with operations under this Contract whether or not these losses are covered by insurance. The acceptance of evidence of insurance by the OPT, named insureds,or additional insureds does not release the Contractor from compliance with the insurance requirements of the Contract Documents. General Conditions 007200-34 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6.09 Acceptable Evidence of Insurance A. Provide evidence of insurance acceptable to the Owner with the executed Contract Documents. Provide the following as evidence of insurance: 1. Certificates of Insurance on an acceptable form; 2. Riders or endorsements to policies; and 3. Policy limits and deductibles. B. Provide a list of"Additional Insureds"for each policy. C. Provide evidence that waivers of subrogation are provided on all applicable policies. D. Provide evidence of requirements for 30 days' notice before cancellation or any material change in the policy's terms and conditions, limits of coverage, or change in deductible amount. 6.10 Certificate of Insurance A. Submit Certificates of Insurance meeting the following requirements: 1. Form has been filed with and approved by the Texas Department of Insurance under Texas Insurance Code §1811.101; or 2. Form is a standard form deemed approved by the Department under Texas Insurance Code §1811.101. 3. No requirements of this Contract may be interpreted as requiring the issuance of a certificate of insurance on a certificate of insurance form that has not first been filed with and approved by the Texas Department of Insurance. B. Include the name of the Project in the description of operations box on the certificate of insurance. 6.11 Insurance Policies A. If requested by the Owner, make available for viewing a copy of insurance policies, declaration pages and endorsements, and documentation of applicable self-insured retentions and deductibles. B. Contractor may block out (redact) any proprietary information or confidential premium pricing information contained in any policy or endorsement furnished under this Contract. 6.12 Continuing Evidence of Coverage A. Provide updated, revised, or new evidence of insurance in accordance this Article and the Supplementary Conditions prior to the expiration of existing policies. B. Provide evidence of continuation of insurance coverage at final payment and for the following 3 years. 6.13 Notices Regarding Insurance A. Notices regarding insurance are to be sent to the Owner at the following address: General Conditions 007200-35 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 City of Corpus Christi— Engineering Attn: Construction Contract Admin. P.O. Box 9277 Corpus Christi,TX 78469-9277 B. Submit questions regarding insurance requirements to the Construction Contract Administrator by calling 361-826-3530. 6.14 Texas Workers' Compensation Insurance Required Notice A. Definitions: 1. Certificate of coverage ("certificate") -A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC- 81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the Project. 2. Duration of the Project-includes the time from the beginning of the Work on the Project until the Contractor's/person's Work on the Project has been completed and accepted by the governmental entity. 3. Persons providing services on the Project ("Subcontractor" in §406.096) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the Project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the Project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the Project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the Project, for the duration of the Project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the Contract. D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the Project,the Contractor must, prior to the end of the coverage period,file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: 1. A certificate of coverage, prior to that person beginning Work on the Project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the Project; and General Conditions 007200-36 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. No later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. F. The Contractor shall retain all required certificates of coverage for the duration of the Project and for one year thereafter. G. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery,within 10 days after the Contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the Project. H. The Contractor shall post on each Project Site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the Project,for the duration of the Project; 2. Provide to the Contractor, prior to that person beginning Work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the Project,for the duration of the Project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a. A certificate of coverage, prior to the other person beginning Work on the Project; and b. A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 5. Retain all required certificates of coverage on file for the duration of the Project and for one year thereafter; 6. Notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and 7. Contractually require each person with whom it contracts, to perform as required by this section, with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this Contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage will be based on proper reporting of General Conditions 007200-37 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the Contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES 7.01 Supervision and Superintendence A. Supervise, inspect, and direct the performance of the Work in accordance with the Contract Documents. Contractor is solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. Provide a competent resident superintendent acceptable to the OPT. The resident superintendent or acceptable qualified assistant is to be present at all times when Work is being done. Do not replace this resident superintendent except under extraordinary circumstances. Provide a replacement resident superintendent equally competent to the previous resident superintendent if replacement is required. Notify the Owner prior to replacing the resident superintendent and obtain Owner's consent to the change in superintendent. 7.02 Labor; Working Hours A. Provide competent, suitably qualified personnel to survey and lay out the Work and perform Work to complete the Project. Maintain good discipline and order at the Site. B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. Regular working hours are between sunrise and sundown Monday through Saturday unless other times are specifically authorized in writing by OAR. C. Do not perform Work on a Sunday or legal holiday without OAR's consent. The following legal holidays are observed by the Owner: Holiday Date Observed New Year's Day January 1 Martin Luther King Jr Day Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November General Conditions 007200-38 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Holiday Date Observed Friday after Thanksgiving Friday after Thanksgiving Christmas Day December 25 D. If a legal holiday falls on a Saturday, it will be observed the preceding Friday. If a legal holiday falls on a Sunday, it will be observed the following Monday. E. Pay additional cost incurred by Owner for services of the OAR or RPR to observe Work constructed outside of regular working hours. OAR will issue a Set-off in the Application for Payment for this cost per Paragraph 17.01.13 7.03 Services, Materials, and Equipment A. Provide services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work, whether or not these items are specifically called for in the Contract Documents. B. Provide new materials and equipment to be incorporated into the Work. Provide special warranties and guarantees required by the Contract Documents. Provide satisfactory evidence, including reports of required tests, as to the source, kind, and quality of materials and equipment as required by the Contract Documents or as requested by the OAR. C. Store, apply, install, connect, erect, protect, use, clean, and condition materials and equipment in accordance with instructions of the applicable Supplier, unless otherwise required by the Contract Documents. 7.04 Concerning Subcontractors, Suppliers, and Others A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. All Subcontractors and Suppliers must be acceptable to Owner. B. Contractor must retain specific Subcontractors, Suppliers, or other individuals or entities for the performance of designated parts of the Work if required to do so by the Contract Documents. C. Submit a list of proposed Subcontractors and Suppliers to OAR prior to entering into binding subcontracts or purchase orders. These proposed Subcontractors or Suppliers are deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within 30 days after receiving this list. Under no circumstances shall any Subcontractor debarred under Chapter 41 of The Code of Ordinances, City of Corpus Christi, be deemed acceptable to Owner. D. Contractor is not required to retain Subcontractors,Suppliers, or other individuals or entities to furnish or perform part of the Work after the Effective Date of the Contract if Contractor has reasonable objection. E. Owner may require the replacement of Subcontractors, Suppliers, or other individuals or entities retained by the Contractor. Provide an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity. Owner also may require Contractor to retain specific replacements, subject to Contractor's reasonable objections. General Conditions 007200-39 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 F. Contractor may be entitled to an adjustment in Contract Price or Contract Times with respect to a replacement of Subcontractors, Suppliers, or other entities required by Owner. The Contractor is not entitled to an adjustment in Contract Price or Contract Time with respect to replacement of any individual deemed unsuitable by the OPT. Notify OAR immediately if a replacement of Subcontractors, Suppliers, or other entity increases the Contract Price or Contract Times. Initiate a Change Proposal for the adjustment within 10 days of Owner's notice to replace a Subcontractor,Supplier,or other entity retained by Contractor to perform part of the Work. Do not make the replacement until the change in Contract Price or Contract Times has been accepted by the Owner if Change Proposal is to be submitted. G. Owner's initial acceptance of Subcontractors, Suppliers, or other individuals or entities, or their replacements, does not constitute a waiver of the obligation of the Contractor to complete the Work in accordance with the Contract Documents. H. Maintain a current and complete list of Subcontractors and Suppliers that are to perform or furnish part of the Work. I. Contractor is fully responsible for the acts and omissions of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. J. Contractor is solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. K. Require Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work to communicate with OPT through Contractor. L. Contracts between the Contractor and their Subcontractors or Suppliers may specifically bind the Subcontractors or Suppliers to the applicable terms and conditions of the Contract Documents. Contractor is responsible for meeting the requirements of the Contract Documents if they choose to not bind the Subcontractors or Suppliers to applicable terms or conditions of the Contract Documents. 1. All Subcontractors employed on this Project must be required to obtain Workers' Compensation Insurance. 2. Proof of this insurance will be required prior to the start of any Work. M. OPT may furnish information about amounts paid to Contractor for Work provided by Subcontractors or Suppliers to the entity providing the Work. N. Nothing in the Contract Documents: 1. Creates a contractual relationship between members of the OPT and members of the Contractor's Team. 2. Creates an obligation on the part of the Owner to pay or to see to the payment of money due members of the Contractor's Team, except as may be required by Laws and Regulations. 7.05 Patent Fees and Royalties A. Pay license fees, royalties, and costs incident to the use of inventions, designs, processes, products, or devices which are patented or copyrighted by others in the performance of the Work, or to incorporate these inventions, designs, processes, products, or devices which are patented or copyrighted by others in the Work. The Contract Documents identify inventions, General Conditions 007200-40 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 designs, processes, products, or devices OPT knows are patented or copyrighted by others or that its use is subject to patent rights or copyrights calling for the payment of a license fee or royalty to others. Contractor is to include the cost associated with the use of patented or copyrighted products or processes, whether specified or selected by the Contractor, in the Contract Price. B. Contractor's obligation to indemnify Owner for claims arising out of or related to infringement of patent rights and copyrights are as set forth in Paragraph 7.14. 7.06 Permits A. Obtain and pay for construction permits and licenses. OPT is to assist Contractor in obtaining permits and licenses when required to do so by applicable Laws and Regulations. Pay governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time the Contractor's Bid is submitted or when Contractor negotiates the Contract Price. This Project is not exempt from City permits and fees unless expressly stated otherwise. 7.07 Taxes A. Contractor is responsible for all taxes and duties arising out of the Work. The Owner generally qualifies as a tax exempt agency as defined by the statutes of the State of Texas and is usually not subject to any city or state sales or use taxes, however certain items such as rented equipment may be taxable even though Owner is a tax-exempt agency. Contractor is responsible for including in the Contract Price any applicable sales and use taxes and is responsible for complying with all applicable statutes and rulings of the State Comptroller. Pay sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations. B. The Owner is exempt from the Federal Transportation and Excise Tax. Contractor must comply with all federal regulations governing the exemptions. C. Products incorporated into the Work are exempt from state sales tax according to the provisions of Subchapter H, Chapter 151, of the Texas Tax Code. D. Contractor may not include any amounts for sales, use, or similar taxes for which the Owner is exempt in the Contract Price or any proposed Change Order or Application for Payment. E. Obtain tax exemption certificates or other documentation necessary to establish Owner's exemption from such taxes. 7.08 Laws and Regulations A. Give required notices and comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for monitoring Contractor's compliance with Laws or Regulations except where expressly required by applicable Laws and Regulations. B. Pay costs resulting from actions taken by Contractor that are contrary to Laws or Regulations. Contractor is not responsible for determining that the design aspects of the Work described in the Contract Documents is in accordance with Laws and Regulations. This does not relieve Contractor of its obligations under Paragraph 3.03. General Conditions 007200-41 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Owner or Contractor may give notice to the other party of changes in Laws or Regulations that may affect the cost or time of performance of the Work, including: 1. Changes in Laws or Regulations affecting procurement of permits; and 2. Sales, use, value-added, consumption, and other similar taxes which come into effect after Contractor's Bid is submitted or when Contractor negotiates the Contract Price. D. Contractor may submit a Change Proposal or Owner may initiate a Claim within 30 days of this notice if Owner and Contractor are unable to agree on entitlement to or on the amount or extent of adjustments in Contract Price or Contract Times resulting from these changes. 7.09 Safety and Protection A. Contractor is solely responsible for initiating, maintaining,and supervising safety precautions and programs in connection with the Work. This responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. B. Take necessary precautions for the safety of persons on the Site or who may be affected by the Work, and provide the necessary protection to prevent damage, injury, or loss to: 1. Work and materials and equipment to be incorporated in the Work, whether stored on or off Site; and 2. Other property at or adjacent to the Site, including trees, shrubs, lawns, walks, pavements, roadways, structures, other work in progress, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. C. Comply with applicable Laws and Regulations relating to the safety and protection of persons or property. Erect and maintain necessary safeguards for safety and protection. Notify Owner; the owners of adjacent property, Underground Facilities, and other utilities; and other contractors and utility owners performing work at or adjacent to the Site when prosecution of the Work may affect them. Cooperate with them in the protection, removal, relocation, and replacement of their property or work in progress. 1. Comply with requirements of Underground Facility Damage Prevention and Safety Act, Texas Utilities Code Chapter 251. 2. Comply with all applicable safety rules and regulations of the Federal Occupational Health and Safety Act of 1970 and subsequent amendments (OSHA). D. Remedy damage, injury, or loss to property referred to in Paragraph 7.09.B caused by Contractor's Team. Pay remediation costs unless the damage or loss is: 1. Attributable to the fault of the Contract Documents; 2. Attributable to acts or omissions of OPT; or 3. Not attributable to the actions or failure to act of the Contractor's Team. E. Contractor's duties and responsibilities for safety and protection of persons or the Work or property at or adjacent to the Site continues until Work is completed and resumes whenever Contractor's Team returns to the Site to fulfill warranty or correction obligations or to conduct other tasks. General Conditions 007200-42 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 F. Comply with the applicable requirements of the Owner's safety program if required to do so in the Supplementary Conditions. A copy of the Owner's safety program will be provided in the Bidding Documents. 7.10 Safety Representative A. Provide a qualified and experienced safety representative at the Site whose duties and responsibilities are the prevention of accidents and maintaining and supervising safety programs. 7.11 Hazard Communication Programs A. Coordinate the exchange of material safety data sheets or other hazard communication information required to be made available or exchanged between or among employers at the Site in accordance with Laws or Regulations. 7.12 Emergencies A. Act to prevent threatened damage, injury or loss in emergencies affecting the safety or protection of persons or the Work or property at or adjacent to the Site. Notify OAR immediately if Contractor believes that significant changes in the Work or variations from the Contract Documents have been caused or are required as a result of this need to act. A Modification is to be issued by OAR if OPT determines that the incident giving rise to the emergency action was not the responsibility of the Contractor and that a change in the Contract Documents is required because of the action taken by Contractor in response to this emergency. 7.13 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that Work is in accordance with the Contract Documents and is not Defective. Owner is entitled to rely on Contractor's warranty and guarantee. Assume and bear responsibility for costs and time delays associated with variations from the requirements of the Contract Documents. B. This Contractor's warranty and guarantee excludes defects or damage caused by improper maintenance or operation, abuse, or modification by OPT; or normal wear and tear under normal usage. C. Contractor's obligation to perform and complete Work in accordance with the Contract Documents is absolute. None of the following constitute an acceptance of Defective Work or a release of Contractor's obligation to perform Work in accordance with the Contract Documents: 1. Observations by OPT; 2. Recommendation by OAR to pay or payment by Owner of progress or final payments; 3. The issuance of a Certificate of Substantial Completion; 4. Use or occupancy of part of the Work by Owner; 5. Review and approval of a Shop Drawing or Sample; 6. Inspections, tests, or approvals by others; or General Conditions 007200-43 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 7. Correction of Defective Work by Owner. D. The Contract Documents may require the Contractor to accept the assignment of a contract between the Owner and a contractor or supplier. The specific warranties, guarantees, and correction obligations contained in an assigned contract govern with respect to Contractor's performance obligations to Owner for the Work described in an assigned contract. 7.14 INDEMNIFICATION A. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against claims, damages, losses and expenses, including but not limited to attorney's fees or dispute resolution costs, arising out of or resulting from performance of the Work and/or failure to comply with the terms and conditions of the contract, violations of Laws or Regulations, or bodily injury, death or destruction of tangible property caused by the acts, omissions or negligence of the Contractor's Team, regardless of whether such claim, damage, loss or expense is alleged to be caused in part by an Owner hereunder, subject to the Owner's defenses and liability limits under the Texas Tort Claims Act. However, nothing herein shall be construed to require Contractor to indemnify an Owner against a claim, loss, damage or expense caused by the sole negligence of an Owner. B. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against Indemnified Costs, arising out of or relating to: (i) the failure to control, contain, or remove a Constituent of Concern brought to the Site by Contractor's Team or a Hazardous Environmental Condition created by Contractor's Team, (ii) Contractor's Team's action or inaction related to damages, delays, disruptions or interference with the work of Owner's employees, other contractors, or utility owners performing other work at or adjacent to the Site, or (iii) the correction of Defective Work. Nothing in this paragraph obligates the Contractor to indemnify the Owner from the consequences of the Owner's sole negligence. c. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against Indemnified Costs resulting from infringement on patent rights or copyrights by Contractor's Team. General Conditions 007200-44 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 D. The indemnification obligations of this Paragraph 7.14 are not limited by the amount or type of damages, compensation or benefits payable by or for members of the Contractor's Team or other individuals or entities under workers' compensation acts, disability benefit acts, or other employee benefit acts in claims against Owner by an employee or the survivor or personal representative of employee of Contractor's Team. The indemnification obligations of this Paragraph 7.14 shall not be deemed to be released,waived or modified in any respect by reason of any surety or insurance provided by Contractor. E. The indemnification obligations of this Paragraph 7.14 do not extend to the liability of Designer arising out of the preparation of the Contract Documents or giving directions or instructions, or failing to give them, to the extent they are obligated to do so if that is the primary cause of the injury or damage. F. Notify the other party within 10 days if Owner or Contractor receives notice of any claim or circumstances that could give rise to an indemnified loss. The notice must include the following: 1. A description of the indemnification event in reasonable detail; 2. The basis on which indemnification may be due; and 3. The anticipated amount of the indemnified loss. This notice does not stop or prevent Owner from later asserting a different basis for indemnification or a different amount of indemnified loss than that indicated in the initial notice. Owner does not waive any rights to indemnification except to the extent that Contractor is prejudiced, suffers loss, or incurs expense because of the delay if Owner does not provide this notice within the 10-day period. G. Defense of Indemnification Claims: 1. Assume the defense of the claim with counsel chosen by the Contractor and pay related costs, unless Owner decides otherwise. Contractor's counsel must be acceptable to Owner. Control the defense and any negotiations to settle the claim. Advise Owner as to its defense of the claim within 10 days after being notified of the indemnification request. Owner may assume and control the defense if Contractor does not assume the defense. Pay all defense expenses of the Owner as an indemnified loss. 2. Owner may retain separate counsel to participate in, but not control, the defense and any settlement negotiations if Contractor defends the claim. Contractor may not settle the claim without the consent or agreement of Owner. Contractor may settle the claim with Owner's consent and agreement unless it: a. Would result in injunctive relief or other equitable remedies or otherwise require Owner to comply with restrictions or limitations that adversely affect Owner; b. Would require Owner to pay amounts that Contractor does not fund in full; or C. Would not result in Owner's full and complete release from all liability to the plaintiffs or claimants who are parties to or otherwise bound by the settlement. 7.15 Delegation of Professional Design Services A. Contractor is not required to provide professional design services unless these services are specifically required by the Contract Documents for a portion of the Work or unless these General Conditions 007200-45 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences, and procedures. Contractor is not required to provide professional services in violation of applicable Laws and Regulations. B. The Contract Documents specify performance and design criteria related to systems, materials or equipment if professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of Contractor. These services or certifications must be provided by the licensed Texas Professional Engineer or Registered Architect who prepares, signs, and seals drawings, calculations, specifications, certifications, Shop Drawings, and other documents. C. OPT is entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, or approvals performed by Contractor's design professionals, provided OPT has specified to Contractor the performance and design criteria that these services must satisfy. D. Pursuant to this Paragraph 7.15, Designer's review and approval of design calculations and design drawings is only for the limited purpose of checking for conformance with the performance and design criteria given and the design concepts expressed in the Contract Documents. Designer's review and approval of Shop Drawings and other documents is only for the purpose stated in the Contract Documents. E. Contractor is not responsible for the adequacy of the performance or design criteria specified by OPT. Advise OPT if the performance or design criteria are known or considered likely to be inadequate or otherwise deficient. ARTICLE 8—OTHER WORK AT THE SITE 8.01 Other Work A. Owner may arrange for other work at or adjacent to the Site which is not part of the Contractor's Work. This other work may be performed by Owner's employees or through other contractors. Utility owners may perform work on their utilities and facilities at or adjacent to the Site. Include costs associated with coordinating with entities performing other work or associated with connecting to this other work in the Contract Price if this other work is shown in the Contract Documents. B. OPT is to notify Contractor of other work prior to starting the work and provide any knowledge they have regarding the start of utility work at or adjacent to the Site to Contractor. C. Provide other contractors: 1. Proper and safe access to the Site; 2. Reasonable opportunity for the introduction and storage of materials and equipment; and 3. Reasonable opportunity to execute their work. D. Provide cutting, fitting, and patching of the Work required to properly connect or integrate with other work. Do not endanger the work of others by cutting, excavating, or otherwise altering the work of others without the consent of OAR and the others whose work will be affected. General Conditions 007200-46 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. Inspect the work of others and immediately notify OAR if the proper execution of part of Contractor's Work depends upon work performed by others and this work has not been performed or is unsuitable for the proper execution of Contractor's Work. Contractor's failure to notify the OAR constitutes an acceptance of this other work as acceptable for integration with Contractor's Work. This acceptance does not apply to latent defects or deficiencies in the work of others. F. Take adequate measures to prevent damages, delays, disruptions, or interference with the work of Owner, other contractors, or utility owners performing other work at or adjacent to the Site. 8.02 Coordination A. Owner has sole authority and responsibility for coordination of this other work unless otherwise provided in the Contract Documents. The Owner is to identify the entity with authority and responsibility for coordination of the activities of the various contractors, the limitations of their authority, and the work to be coordinated prior to the start of other work at or adjacent to the Site. 8.03 Legal Relationships A. Contractor may be entitled to a change in Contract Price or Contract Times if, while performing other work at or adjacent to the Site for Owner, the OPT or other contractor retained by the City: 1. Damages the Work or property of Contractor's Team; 2. Delays, disrupts, or interferes with the execution of the Work; or 3. Increases the scope or cost of performing the Work through their actions or inaction. B. Notify the OAR immediately of the event leading to a potential Change Proposal so corrective action can be taken. Submit the Change Proposal within 30 days of the event if corrective action has not adequately mitigated the impact of the actions or inactions of others. Information regarding this other work in the Contract Documents is used to determine if the Contractor is entitled to a change in Contract Price or Contract Times. Changes in Contract Price require that Contractor assign rights against the other contractor to Owner with respect to the damage, delay, disruption, or interference that is the subject of the adjustment. Changes in Contract Times require that the time extension is essential to Contractor's ability to complete the Work within the Contract Times. C. Take prompt corrective action if Contractor's Team damages, delays, disrupts, or interferes with the work of Owner's employees, other contractors, or utility owners performing other work at or adjacent to the Site or agree to compensate other contractors or utility owners for correcting the damage. Promptly attempt to settle claims with other contractors or utility owners if Contractor damages, delays, disrupts, or interferes with the work of other contractors or utility owners performing other work at or adjacent to the Site. D. Owner may impose a set-off against payments due to Contractor and assign the Owner's contractual rights against Contractor with respect to the breach of the obligations described in this Paragraph 8.03 to other contractors if damages, delays, disruptions, or interference occu r. General Conditions 007200-47 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. Contractor's obligation to indemnify Owner for claims arising out of or related to damages, delays, disruptions, and interference with other work at the Site are as set forth in Paragraph 7.14. ARTICLE 9—OWNER'S AND OPT'S RESPONSIBILITIES 9.01 Communications to Contractor A. OPT issues communications to Contractor through OAR except as otherwise provided in the Contract Documents. 9.02 Replacement of Owner's Project Team Members A. Owner may replace members of the OPT at its discretion. 9.03 Furnish Data A. OPT is to furnish the data required of OPT under the Contract Documents. 9.04 Pay When Due A. Owner is to make payments to Contractor when due as described in Article 17. 9.05 Lands and Easements; Reports and Tests A. Owner's duties with respect to providing lands and easements are described in Paragraph 5.01. OPT will make copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site available to Contractor in accordance with Paragraph 5.03. 9.06 Insurance A. Owner's responsibilities with respect to purchasing and maintaining insurance are described in Article 6. 9.07 Modifications A. Owner's responsibilities with respect to Modifications are described in Article 11. 9.08 Inspections,Tests, and Approvals A. OPT's responsibility with respect to certain inspections,tests, and approvals are described in Paragraph 16.02. 9.09 Limitations on OPT's Responsibilities A. The OPT does not supervise, direct, or have control or authority over, and is not responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or related safety precautions and programs, or for failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. General Conditions 007200-48 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 9.10 Undisclosed Hazardous Environmental Condition A. OPT's responsibility for undisclosed Hazardous Environmental Conditions is described in Paragraph 5.06. 9.11 Compliance with Safety Program A. Contractor is to inform the OPT of its safety programs and OPT is to comply with the specific applicable requirements of this program. 9.12 Plans and Specifications A. Owner does not warrant the plans and specification. ARTICLE 10—OAR'S AND DESIGNER'S STATUS DURING CONSTRUCTION 10.01 Owner's Representative A. OAR is Owner's representative. The duties and responsibilities and the limitations of authority of OAR as Owner's representative are described in the Contract Documents. 10.02 Visits to Site A. Designer is to make periodic visits to the Site to observe the progress and quality of the Work. Designer is to determine, in general, if the Work is proceeding in accordance with the Contract Documents based on observations made during these visits. Designer is not required to make exhaustive or continuous inspections to check the quality or quantity of the Work. Designer is to inform the OPT of issues or concerns and OAR is to work with Contractor to address these issues or concerns. Designer's visits and observations are subject to the limitations on Designer's authority and responsibility described in Paragraphs 9.09 and 10.07. B. OAR is to observe the Work to check the quality and quantity of Work, implement Owner's quality assurance program, and administer the Contract as Owner's representative as described in the Contract Documents. OAR's visits and observations are subject to the limitations on OAR's authority and responsibility described in Paragraphs 9.09 and 10.07. 10.03 Resident Project Representatives A. Resident Project Representatives assist OAR in observing the progress and quality of the Work at the Site. The limitations on Resident Project Representatives' authority and responsibility are described in Paragraphs 9.09 and 10.07. 10.04 Rejecting Defective Work A. OPT has the authority to reject Work in accordance with Article 16. OAR is to issue a Defective Work Notice to Contractor and document when Defective Work has been corrected or accepted in accordance with Article 16. General Conditions 007200-49 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 10.05 Shop Drawings, Modifications and Payments A. Designer's authority related to Shop Drawings and Samples are described in the Contract Documents. B. Designer's authority related to design calculations and design drawings submitted in response to a delegation of professional design services are described in Paragraph 7.15. C. OAR and Designer's authority related to Modifications is described in Article 11. D. OAR's authority related to Applications for Payment is described in Articles 15 and 17. 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. OAR is to render decisions regarding non-technical or contractual / administrative requirements of the Contract Documents and will coordinate the response of the OPT to Contractor. B. Designer is to render decisions regarding the conformance of the Work to the requirements of the Contract Documents. Designer will render a decision to either correct the Defective Work or accept the Work under the provisions of Paragraph 16.04 if Work does not conform to the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. Contractor may appeal Designer's decision by submitting a Change Proposal if Contractor does not agree with the Designer's decision. 10.07 Limitations on OAR's and Designer's Authority and Responsibilities A. OPT is not responsible for the acts or omissions of Contractor's Team. No actions or failure to act, or decisions made in good faith to exercise or not exercise the authority or responsibility available under the Contract Documents creates a duty in contract, tort, or otherwise of the OPT to the Contractor or members of the Contractor's Team. ARTICLE 11—AMENDING THE CONTRACT DOCUMENTS; CHANGES IN THE WORK 11.01 Amending and Supplementing the Contract Documents A. The Contract Documents may be modified by a Contract Amendment, Change Order, Work Change Directive, or Field Order. 1. Contract Amendment: Owner and Contractor may modify the terms and conditions of the Contract Documents without the recommendation of the Designer using a Contract Amendment. A Contract Amendment may be used for: a. Changes that do not involve: 1) The performance or acceptability of the Work; 2) The design as described in the Drawings, Specifications, or otherwise; or 3) Other engineering, architectural or technical matters. b. Authorizing new phases of the Work and establishing the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work when using phased construction or purchasing Goods and Special Services to be incorporated into the Project. General Conditions 007200-50 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. Change Order: All changes to the Contract Documents that include a change in the Contract Price or the Contract Times for previously authorized Work, or changes to the Work requiring Designer's approval must be made by a Change Order. A Change Order may also be used to establish modifications of the Contract Documents that do not affect the Contract Price or Contract Times. 3. Work Change Directive: A Work Change Directive does not change the Contract Price or the Contract Times, but is evidence that the parties expect that the modifications ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations on the Contract Price and Contract Times. If negotiations under the terms of the Contract Documents governing adjustments, expressly including Paragraphs 11.04 and 11.05 are unsuccessful, Contractor must submit a Change Proposal seeking an adjustment of the Contract Price or the Contract Times no later than 30 days after the completion of the Work set out in the Work Change Directive. 4. Field Order: Designer may require minor changes in the Work that do not change the Contract Price or Contract Times using a Field Order. OAR may issue a Field Order for non-technical, administrative issues. Submit a Change Proposal if Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times before proceeding with the Work described in the Field Order. B. Perform added or revised Work under the applicable provisions of the Contract Documents for the same or similar Work unless different Drawings, Specifications or directions are provided in the Modification. 11.02 Owner-Authorized Changes in the Work A. Owner may order additions, deletions,or revisions in the Work at any time as recommended by the Designer to the extent the change: 1. Involves the design as described in the Contract Documents; 2. Involves acceptance of the Work; or 3. Involves other engineering, architectural or technical matters. B. These changes may be authorized by a Modification. Proceed with the Work involved or, in the case of a deletion in the Work, immediately cease construction activities with respect to the deleted Work upon receipt of the Modification. Nothing in this paragraph obligates the Contractor to undertake Work that Contractor reasonably concludes cannot be performed in a manner consistent with Contractor's safety obligations under the Contract Documents or Laws and Regulations. 11.03 Unauthorized Changes in the Work A. Contractor is not entitled to an increase in the Contract Price or an extension of the Contract Times with respect to Work performed that is not required by the Contract Documents, except in the case of an emergency as provided in Paragraph 7.12, or in the case of uncovering Work as provided in Paragraph 16.05. General Conditions 007200-51 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. Contractor is responsible for costs and time delays associated with variations from the requirements of the Contract Documents unless the variations are specifically approved by Change Order. 11.04 Change of Contract Price A. The Contract Price for authorized Work can only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Price must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment of Contract Price must comply with the provisions of Article 13. B. An adjustment in the Contract Price is to be determined as follows: 1. By applying unit prices to the quantities of the items involved, subject to the provisions of Paragraph 15.03, where the Work involved is covered by unit prices in the Contract Documents; 2. By a mutually agreed lump sum where the Work involved is not covered by unit prices in the Contract Documents; or 3. Payment on the basis of the Cost of the Work determined as provided in Paragraph 15.01 plus a Contractor's fee for overhead and profit determined as provided in Paragraph 15.05 when the Work involved is not covered by unit prices in the Contract Documents and the parties do not reach a mutual agreement to a lump sum. C. The original Contract Price may not be increased by more than 25 percent or the limit set out in Texas Local Government Code 252.048 or its successor statute, whichever is greater. Owner may decrease the Work by up to 25 percent of the Contract Price. 11.05 Change of Contract Times A. The Contract Times for authorized Work can only be changed by Change Order. Any Change Proposal for an adjustment in the Contract Times must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment in the Contract Times must comply with the provisions of Article 13. B. An adjustment of the Contract Times is subject to the limitations described in Paragraph 4.04. 11.06 Change Proposals A. Submit a Change Proposal in accordance with Article 12 to the OAR to: 1. Request an adjustment in the Contract Price or Contract Times; 2. Appeal an initial decision by OPT concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents; 3. Contest a set-off against payment due; or 4. Seek other relief under the Contract Documents. General Conditions 007200-52 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. Notify the OAR within 3 days if a Change Proposal is to be submitted. Submit each Change Proposal to OAR no later than 30 days after the event initiating the Change Proposal. 11.07 Execution of Change Orders A. Owner and Contractor are to execute Change Orders covering: 1. Changes in the Contract Price or Contract Times, which are agreed to by Owner and Contractor, including undisputed sums or amount of time for Work actually performed in accordance with a Work Change Directive; 2. Changes in Contract Price resulting from Owner set-offs unless the set-off has been successfully challenged by Contractor; 3. Changes in the Work which are: a. Ordered by Owner pursuant to Paragraph 11.02.A, b. Required because Defective Work was accepted under Paragraph 16.04 or Owner's correction of Defective Work under Paragraph 16.07, or C. Agreed to by the Owner and Contractor; and 4. Changes in the Contract Price or Contract Times, or other changes under Paragraph 11.06 or Article 13. B. Acceptance of a Change Order by Contractor constitutes a full accord and satisfaction for any and all claims and costs of any kind, whether direct or indirect, including but not limited to impact, delay or acceleration damages arising from the subject matter of the Change Order. Each Change Order must be specific and final as to prices and extensions of time, with no reservations or other provisions allowing for future additional money or time as a result of the particular changes identified and fully compensated in the Change Order. The execution of a Change Order by Contractor constitutes conclusive evidence of Contractor's agreement to the ordered changes in the Work. This Contract, as amended, forever releases any claim against Owner for additional time or compensation for matters relating to or arising out of or resulting from the Work included within or affected by the executed Change Order. This release applies to claims related to the cumulative impact of all Change Orders and to any claim related to the effect of a change on unchanged Work. C. All Change Orders require approval by either the City Council or Owner by administrative action. The approval process requires a minimum of 45 days after submission in final form with all supporting data. Receipt of Contractor's submission by Owner constitutes neither acceptance nor approval of a Change Order, nor a warranty that the Change Order will be authorized by City Council or administrative action. The time required for the approval process may not be considered a delay and no extensions to the Contract Times or increase in the Contract Price will be considered or granted as a result of the process. Contractor may proceed with Work if a Work Change Directive is issued. D. If the Contractor refuses to execute a Change Order that is required to be executed under the terms of this Paragraph 11.07, the Change Order is deemed to be in full force as if executed by Contractor. Contractor may file a Claim for payment and/or time, pursuant to Article 13. General Conditions 007200-53 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 11.08 Notice to Surety A. Notify the surety of Modifications affecting the general scope of the Work, changes in the provisions of the Contract Documents,or changes in Contract Price or Contract Times. Adjust the amount of each Bond when Modifications change the Contract Price. ARTICLE 12—CHANGE MANAGEMENT 12.01 Requests for Change Proposal A. Designer will initiate Modifications by issuing a Request for a Change Proposal (RCP). 1. Designer will prepare a description of proposed Modifications. 2. Designer will issue the Request for a Change Proposal form to Contractor. A number will be assigned to the Request for a Change Proposal when issued. 3. Return a Change Proposal in accordance with Paragraph 12.02 to the Designer for evaluation by the OPT. 12.02 Change Proposals A. Submit a Change Proposal (CP) to the Designer for Contractor initiated changes in the Contract Documents or in response to a Request for Change Proposal. A Change Proposal must be submitted to the OAR no later than 30 days after the event initiating the Change Proposal. 1. Use the Change Proposal form provided. 2. Assign a number to the Change Proposal when issued. 3. Include with the Change Proposal: a. A complete description of the proposed Modification if Contractor initiated or proposed changes to the OPT's description of the proposed Modification. b. The reason the Modification is requested, if not in response to a Request for a Change Proposal. C. A detailed breakdown of the cost of the change if the Modification requires a change in Contract Price. The itemized breakdown is to include: 1) List of materials and equipment to be installed; 2) Man hours for classification; 3) Equipment used in construction; 4) Consumable supplies, fuels, and materials; 5) Royalties and patent fees; 6) Bonds and insurance; 7) Overhead and profit; 8) Field office costs; and 9) Other items of cost. General Conditions 007200-54 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 d. Provide the level of detail outlined in the paragraph above for each Subcontractor or Supplier actually performing the Work if Work is to be provided by a Subcontractor or Supplier. Indicate appropriate Contractor mark-ups for Work provided through Subcontractors and Suppliers. Provide the level of detail outline in the paragraph above for self-performed Work. e. Submit Change Proposals that comply with Article 15 for Cost of Work. f. Provide a revised schedule. Show the effect of the change on the Project Schedule and the Contract Times. B. Submit a Change Proposal to the OAR to request a Field Order. C. A Change Proposal is required for all substitutions or deviations from the Contract Documents. D. Request changes to products in accordance with Article 25. 12.03 Designer Will Evaluate Request for Modification A. OAR is to advise OPT regarding the Change Proposal. OPT is to review each Change Proposal and Contractor's supporting data, and within 30 days after receipt of the documents, direct the OAR to either approve or deny the Change Proposal in whole or in part. OAR is to issue a Change Order for an approved Change Proposal. The Contractor may deem the Change Proposal to be denied if OAR does not take action on the Change Proposal within 30 days and start the time for appeal of the denial under Article 13. 1. Change Orders and Contract Amendments will be sent to the Contractor for execution with a copy to the Owner recommending approval. A Work Change Directive may be issued if Work needs to progress before the Change Order or Contract Amendment can be authorized by the Owner. 2. Work Change Directives, Change Orders, and Contract Amendments can only be approved by the Owner. a. Work performed on the Change Proposal prior to receiving a Work Change Directive or approval of the Change Order or Contract Amendment is performed at the Contractor's risk. b. No payment will be made for Work on Change Orders or Contract Amendments until approved by the Owner. B. The Contractor may be informed that the Request for a Change Proposal is not approved and construction is to proceed in accordance with the Contract Documents. 12.04 Substitutions A. The products of the listed Suppliers are to be furnished where Specifications list several manufacturers but do not specifically list "or equal" or "or approved equal" products. Use of any products other than those specifically listed is a substitution. Follow these procedures for a substitution. B. Substitutions are defined as any product that the Contractor proposes to provide for the Project in lieu of the specified product. Submit a Change Proposal per Paragraph 12.02 along with a Shop Drawing as required by Article 25 to request approval of a substitution. General Conditions 007200-55 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Prove that the product is acceptable as a substitute. It is not the Designer's responsibility to prove the product is not acceptable as a substitute. 1. Indicate on a point by point basis for each specified feature that the product is acceptable to meet the intent of the Contract Documents requirements. 2. Make a direct comparison with the specified Suppliers published data sheets and available information. Provide this printed material with the documents submitted. 3. The decision of the Designer regarding the acceptability of the proposed substitute product is final. D. Provide a written certification that, in making the substitution request,the Contractor: 1. Has determined that the substituted product will perform in substantially the same manner and result in the same ability to meet the specified performance as the specified product. 2. Will provide the same warranties and/or bonds for the substituted product as specified or as would be provided by the manufacturer of the specified product. 3. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the substituted product into the Project and will waive all claims for additional Work which may be necessary to incorporate the substituted product into the Project which may subsequently become apparent. 4. Will maintain the same time schedule as for the specified product. E. Pay for review of substitutions in accordance with Article 25. ARTICLE 13—CLAIMS 13.01 Claims A. Follow the Claims process described in this Article for the following disputes between Owner and Contractor: 1. Seeking an adjustment of Contract Price or Contract Times; 2. Contesting an initial decision by OAR concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; 3. Appealing OAR's decision regarding a Change Proposal; 4. Seeking resolution of a contractual issue that OAR has declined to address; or 5. Seeking other relief with respect to the terms of the Contract. B. Contractor shall be entitled to an extension of Contract Time for delays or disruptions due to unusually severe weather in excess of weather normally experienced at the job site, as determined from climatological data set forth by the National Weather Service and which affects the Project's critical path. Contractor shall bear the entire economic risk of all weather delays and disruptions. Contractor shall not be entitled to any increase in the Contract Price by reason of such delays or disruptions. Upon Contractor reaching Substantial Completion, Owner and Contractor shall look back at the entire duration of the calendar day Project and review the totality of what Contractor claims were unusually severe weather disruptions. If the Project was delayed or disrupted due to unusually severe weather in General Conditions 007200-56 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 excess of weather normally experienced over the entire duration of the Project, Contractor may make a Claim for an extension of the Contract Time for delays or disruptions due to unusually severe weather in excess of weather normally experienced at the job site, as determined from climatological data set forth by the National Weather Service and which affects the Project's critical path. Anytime extension granted shall be non-compensatory. 13.02 Claims Process A. Claims must be initiated by written notice. Notice must conspicuously state that it is a notice of a Claim in the subject line or first sentence. Notice must also list the date of first occurrence of the claimed event. B. Except for Claims resulting from unusually severe weather, notice of a Claim by Contractor must be in writing and delivered to the Owner, Designer and the OAR within 14 days after the start of the event giving rise to the Claim. Failure by Contractor to submit written notice of a Claim within 14 days shall constitute a waiver of such Claim. C. Submit the complete Claim with supporting documentation to Owner no later than 60 days after the start of the event giving rise to the Claim(unless Designer allows additional time for claimant to submit additional or more accurate data in support of such Claim). The Claim must be signed and sworn to by Contractor, certifying that the Claim is made in good faith, that the supporting data is accurate and complete, and that to the best of Contractor's knowledge and belief,the relief requested accurately reflects the full compensation to which Contractor is entitled. Failure by Contractor to submit the Claim within 60 days shall constitute a waiver of such Claim. D. Any Claims by Contractor that are not brought within 90 days following the termination of the Contract are waived and shall be automatically deemed denied. E. Claims by Owner must be submitted by written notice to Contractor. F. The responsibility to substantiate a Claim rests with the entity making the Claim. Claims must contain sufficient detail to allow the other party to fully review the Claim. 1. Claims seeking an adjustment of Contract Price must include the Contractor's job cost report. Provide additional documentation as requested by OAR or Designer. 2. Claims seeking an adjustment of Contract Time must include a Time Impact Analysis and native schedule files in Primavera or MS Project digital format. Provide additional documentation as requested by OAR or Designer. G. Claims by Contractor against Owner and Claims by Owner against Contractor, including those alleging an error or omission by Designer but excluding those arising under Section 7.12,shall be referred initially to Designer for consideration and recommendation. H. Designer will review a Claim by Contractor within 30 days of receipt of the Claim and take one or more of the following actions: 1. Request additional supporting data from the party who made the Claim; 2. Issue a recommendation; 3. Suggest a compromise; or General Conditions 007200-57 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. Advise the parties that Designer is not able to make a recommendation due to insufficient information or a conflict of interest. I. If the Designer does not take any action, the Claim shall be deemed denied 30 days after receipt of the Claim. J. Following receipt of Designer's initial recommendation regarding a Claim,the Contractor and the Owner shall seek to resolve the Claim through the exchange of information and direct negotiations. If no agreement is reached within 90 days, the Claim shall be deemed denied. The Owner and Contractor may extend the time for resolving the Claim by mutual agreement. Notify OAR of any actions taken on a Claim. K. If the entity receiving a Claim approves the Claim in whole or in part or denies it in whole or in part, this action is final and binding unless the other entity invokes the procedure described in Article 22 for final resolution of disputes by filing a notice of appeal within 30 days after this action. L. If the Owner and Contractor reach a mutual agreement regarding a Claim, the results of the agreement or action on the Claim will be incorporated in a Change Order by the OAR to the extent they affect the Contract Documents, the Contract Price, or the Contract Times. M. Both parties shall continue to perform all obligations under the Agreement during the pendency of any dispute or disagreement relating to this Agreement, unless performance would be impracticable or impossible under the circumstances. N. Any failure of Contractor to comply with any of the foregoing conditions precedent with regard to any such Claim shall constitute a waiver of any entitlement to submit or pursue such Claim. O. Receipt and review of a Claim by City shall not be construed as a waiver of any defenses to the Claim available to the City under the Contract Documents or at law. ARTICLE 14—PREVAILING WAGE RATE REQUIREMENTS 14.01 Payment of Prevailing Wage Rates A. Contractor and any Subcontractors employed on this Project shall pay not less than the rates established by the Owner as required by Texas Government Code Chapter 2258. B. Contractor and its Subcontractors are required to pay Davis-Bacon Wage Rates. C. Contractor and its Subcontractors are required to pay laborers and mechanics an overtime rate of not less than one and one-half times the basic rate for all hours worked in excess of forty hours in a given workweek. 14.02 Records A. In accordance with Tex. Gov't Code §2258.024,the Contractor and its Subcontractors, if any, shall keep a record showing: 1. The name and occupation of each worker employed by the Contractor or Subcontractor in the construction of the Work; and 2. The actual per diem wages paid to each worker. General Conditions 007200-58 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. The record shall be open at all reasonable hours to inspection by the officers and agents of the Owner. 14.03 Liability; Penalty; Criminal Offense A. Tex. Gov't Code §2258.003 — Liability: An officer, agent, or employee of the Owner is not liable in a civil action for any act or omission implementing or enforcing Chapter 2258 unless the action was made in bad faith. B. Tex. Gov't Code §2258.023(b) — Penalty: Any Contractor or Subcontractor who violates the requirements of Chapter 2258,shall pay to the Owner,on whose behalf the Contract is made, $60 for each worker employed on each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the Contract. C. Tex. Gov't Code §2258.058—Criminal Offense: 1. An officer, agent, or representative of the Owner commits an offense if the person willfully violates or does not comply with a provision of Chapter 2258. 2. Any Contractor or Subcontractor, or an agent or representative of the Contractor or Subcontractor, commits an offense if the person violates Tex. Gov't Code §2258.024. 3. An offense is punishable by: a. A fine not to exceed $500; b. Confinement in jail for a term not to exceed 6 months; or C. Both a fine and confinement. 14.04 Prevailing Wage Rates A. Use the Prevailing Wage Rates specified in the Supplementary Conditions. ARTICLE 15—COST OF THE WORK;ALLOWANCES; UNIT PRICE WORK 15.01 Cost of the Work A. The Cost of the Work is the sum of costs described in this Paragraph 15.01, except those excluded in Paragraph 15.01.D, necessary for the proper performance of the Work. The provisions of this Paragraph 15.01 are used for two distinct purposes: 1. To determine Cost of the Work when Cost of the Work is a component of the Contract Price under cost-plus, time-and-materials, or other cost-based terms; or 2. To determine the value of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price. B. Contractor is entitled only to those additional or incremental costs required because of the change in the Work or because of the event giving rise to the adjustment when the value of the adjustment is determined on the basis of the Cost of the Work. General Conditions 007200-59 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Costs included in the Cost of the Work may not exceed the prevailing costs in the proximate area of the Site for similar work unless agreed to by the Owner. Cost of the Work includes only the following items: 1. Payroll costs for Contractor's employees performing the Work, including one foreman per crew, and other required and agreed upon personnel for the time they are employed on the Work. Employees are to be paid according to wage rates for job classifications as agreed to by Owner. Where the Cost of the Work is being used under provisions of Paragraph 15.01.A.2, rates paid for this Work are to be the same as paid for Contract Work as established by certified payroll. Payroll costs may include: a. Actual costs paid for salaries and wages; b. Actual cost paid for fringe benefits,which may include: 1) Social security contributions, 2) Unemployment, 3) Excise and payroll taxes, 4) Workers' compensation, 5) Health and retirement benefits, 6) Bonuses, and 7) Paid time off for sick leave, vacations, and holidays; and C. Actual cost of additional compensation paid for performing Work outside of regular working hours, on Sunday or legal holidays, to the extent authorized by Owner. 2. Cost of materials and equipment furnished and incorporated in the Work, including transportation and storage costs and required Suppliers'field services. Contractor may retain cash discounts unless Owner provided funds to the Contractor for early payment of these materials and equipment. Cash discounts are to be credited to Owner if the Owner provides funds for early payment. Make provisions for trade discounts, rebates, refunds, and returns from sale of surplus materials and equipment and reduce the Cost of the Work by these amounts. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. Obtain competitive bids from Subcontractors acceptable to Owner unless Owner agrees to use Subcontractors proposed by the Contractor. Bids are to be opened in the presence of the OAR and other designated members for the OPT. Provide copies of bids to the OAR to use in determining,with the OPT,which bids are acceptable. The Subcontractor's Cost of the Work and fee are determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 15.01 if the subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee. 4. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work; b. Costs of materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site including transportation and maintenance costs; General Conditions 007200-60 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Costs of hand tools not owned by the workers consumed in the performance of the Work. Costs of hand tools not owned by the workers which are used but not consumed in the performance of the Work and which remain the property of Contractor, less their market value when Work is completed; d. For Contractor-and Subcontractor-owned machinery,trucks, power tools or other equipment, use the FHWA rental rates found in the Rental Rate Blue Book ("Blue Book") multiplied by the regional adjustment factor and the rate adjustment factor to establish hourly rates. Use the rates in effect for each section of the Blue Book at the time of use. Payment will be made for the actual hours used in the Work. 1) Standby costs will be paid at 50% of the FHWA rental rates found in the Blue Book if Contractor is directed by Owner in writing to standby. Standby costs will not be allowed during periods when the equipment would otherwise have been idle. For a six-day work week, no more than eight hours per a 24-hour day, no more than 48 hours per week and no more than 208 hours per month shall be paid of standby time. Operating costs shall not be charged by Contractor. e. Rental of construction equipment, including the costs of transporting, loading, unloading, assembling, dismantling, and removing construction equipment, whether rented from Contractor or others, in accordance with rental agreements approved by Owner. Costs for rental of equipment will not be paid when the equipment is no longer necessary for the Work. Justify idle time for equipment by demonstrating that it was necessary to keep equipment on Site for related future Work; 1) The hourly rate shall be determined by dividing the actual invoice cost by the actual number of hours the equipment is involved in the Work. Owner reserves the right to limit the hourly rate to comparable Blue Book rates. 2) If Contractor is directed to standby in writing by Owner, standby costs will be paid at the invoice daily rate excluding operating costs, which includes fuel, lubricants, repairs and servicing. f. Applicable sales, consumer, use, and other similar taxes related to the Work for which the Owner is not exempt, and which Contractor pays consistent with Laws and Regulations; g. Deposits lost for causes other than negligence of Contractor's Team; h. Royalty payments and fees for permits and licenses; i. Cost of additional utilities, fuel, and sanitary facilities at the Site; j. Minor expense items directly required by the Work; and k. Premiums for Bonds and insurance required by the Contract Documents. D. The Cost of the Work does not include the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals of partnerships and sole proprietorships, general managers, safety managers, superintendents, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, clerks, and other personnel employed General Conditions 007200-61 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 by Contractor, whether at the Site or in Contractor's principal or branch office, for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 15.01.C.1 or specifically covered by Paragraph 15.01.C.4. These administrative costs are covered by the Contractor's fee. 2. Office expenses other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the actions of Contractor's Team for the correction of Defective Work, disposal of materials or equipment that do not comply with Specifications, and correcting damage to property. 5. Losses, damages, and related expenses caused by damage to the Work or sustained by Contractor in connection with the performance of the Work. Contractor is entitled to recover costs if covered by insurance provided in accordance with Article 6. Such losses may include settlements made with the approval of Owner. Do not include these losses, damages, and expenses in the Cost of the Work when determining Contractor's fee. 6. Any Indemnified Cost paid with regard to Contractor's indemnification of Owner. 7. Other overhead or general expense costs and the costs of items not described in Paragraphs 15.01.C. E. The Contractor's fee for profit and overhead is determined as follows: 1. In accordance with the Agreement when the Work is performed on a cost-plus basis; 2. A mutually acceptable fixed fee; or 3. A fee based on the following percentages of the various portions of the Cost of the Work: a. The Contractor's fee is 15 percent for costs incurred under Paragraphs 15.01.C.1, 15.01.C.2 and 15.01.C.4; b. The Contractor's fee is 5 percent for costs incurred under Paragraph 15.01.C.3; C. Fees are to be determined as follows where one or more tiers of subcontracts are used: 1) The Subcontractor's fee is 15 percent for costs incurred under Paragraphs 15.01.C.1 and 15.01.C.2 for the Subcontractor that actually performs the Work at whatever tier; 2) The Subcontractor's fee is 5 percent for costs incurred under Paragraph 15.01.C.4 for the Subcontractor that actually performs the Work at whatever tier; and 3) The Contractor and Subcontractors of a tier higher than that of the Subcontractor that actually performs the Work are to be allowed a fee of 5 percent of the fee plus underlying costs incurred by the next lower tier Subcontractor. d. No fee is payable on the basis of costs itemized under Paragraph 15.01.D; General Conditions 007200-62 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 e. Five percent of the net decrease in the cost is to be deducted for changes which result in a net decrease in Contract Price; and 4. The adjustment in Contractor's fee is based on the net change in accordance with Paragraphs 15.05.13.1 through 15.05.13.5, inclusive when both additions and credits are involved in any one change. F. Establish and maintain records in accordance with generally accepted accounting practices and submit these records, including an itemized cost breakdown together with supporting data, in a form and at intervals acceptable to OAR whenever the Cost of the Work is to be determined pursuant to this Paragraph 15.01. 15.02 Allowances A. Include allowances specified in the Contract Documents in the Contract Price and provide Work covered by the allowance as authorized by the Owner through the OAR. B. Contractor agrees that: 1. The cash allowance is used to compensate the Contractor for the cost of furnishing materials and equipment for the Work covered by the allowance item in the Contract Documents. Cost may include applicable taxes. Make provisions for trade discounts, rebates, and refunds and reduce the allowance costs by these amounts. 2. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances; and 3. Costs for cash allowances and installation costs as described in Paragraphs 15.02.13.1 and 15.02.13.2 above are included in the Contract Price. C. OAR will issue a Change Order to adjust the Contract Price by the difference between the allowance amount and the actual amount paid by Contractor for Work covered by the allowance. The Change Order will be issued at the time costs are incurred by Contractor for Work covered by the allowance and this Work is included on the Application for Payment. 15.03 Unit Price Work A. The initial Contract Price for Unit Price Work is equal to the sum of the unit price line items in the Agreement. Each unit price line item amount is equal to the product of the unit price for each line item times the estimated quantity of each item as indicated in the Contract. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparing Bids and determining an initial Contract Price. Payments to Contractor for Unit Price Work are to be based on actual quantities measured for Work in place. C. Each unit price is deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. OAR is to determine the actual quantities and classifications of Unit Price Work performed by Contractor to be incorporated into each Application for Payment. OAR's decision on actual quantities is final and binding, subject to the provisions of Paragraph 15.03.E. General Conditions 007200-63 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. Contractor may submit a Change Proposal,or Owner may file a Claim,seeking an adjustment in the Contract Price within 30 days of OAR's decision under Paragraph 15.03.D, if: 1. The total cost of a particular item of Unit Price Work amounts to 20 percent or more of the total Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by the Contractor differs by more than 20 percent from the estimated quantity of an item indicated in the Contract; 2. There is no corresponding adjustment with respect to other items of Work; and 3. Contractor believes it has incurred additional expense as a result of this condition or Owner believes that the quantity variation entitles Owner to an adjustment in the Contract Price. 15.04 Contingencies A. Contingency funds may be included in the Contract Price to pay for Work not defined specifically by the Contract Documents that is essential to the completion of the Project. Contingency funds will be as described in the Contract. B. The contingency funds may be used for costs incurred by the Contractor provided these costs are approved by the Owner. Costs are to be determined and documented in accordance with Paragraph 15.01. The contingency funds are not to be used for the following items: 1. Cost overruns due to changes in material costs after the Contract Price is established, unless specific price escalation provisions are made in the Contract. 2. Rework required to correct Defective Work. 3. Inefficiencies in completing the Work due to the Contractor's selected means, methods, sequences, or procedures of construction. 4. Work Contractor failed to include in the Contract Price. 5. Changes required by changes in Laws and Regulations enacted after the Contract Price is established. 6. Any Work that does not constitute a change in Scope in the Work included in the Contract Price. C. OAR is to issue a Change Order for approved expenditures from contingency funds. When the Change Order is issued, the costs are to be added to the Application for Payment. Contractor is to maintain a tabulation showing the contingency amount, adjustments to the contingency amount, and amounts remaining as the Project progresses. D. Any contingency amounts that are not included in a Change Order are retained by the Owner. A Change Order will be issued to deduct unused contingency amounts from the Contract Price prior to Final Payment. General Conditions 007200-64 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 ARTICLE 16—TESTS AND INSPECTIONS;CORRECTION,REMOVAL,OR ACCEPTANCE OF DEFECTIVE WORK 16.01 Access to Work A. Provide safe access to the Site and the Work for the observation, inspection, and testing of the Work in progress. Contractor can require compliance with Contractor's safety procedures and programs as part of providing safe access. 16.02 Tests, Inspections and Approvals A. OPT may retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform inspections. Notify OAR when the Work is ready for required inspections and tests. Provide adequate notice to allow for coordination with entities providing inspection or testing as determined by the OAR. Cooperate with inspection and testing personnel and assist with providing access for required inspections, tests, and handling test specimens or Samples. B. Arrange for and facilitate inspections, tests, and approvals required by Laws or Regulations of governmental entities having jurisdiction that require Work to be inspected, tested, or approved by an employee or other representative of that entity. Pay associated costs and furnish OAR with the required certificates of inspection or approval. C. Arrange, obtain, and pay for inspections and tests required: 1. By the Contract Documents, unless the Contract Documents expressly allocate responsibility for a specific inspection or test to OPT; 2. To attain OPT's acceptance of materials or equipment to be incorporated in the Work; 3. By manufacturers of equipment furnished under the Contract Documents; 4. For testing, adjusting, and balancing of mechanical, electrical, and other equipment to be incorporated into the Work; 5. For acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work; 6. For re-inspecting or retesting Defective Work, including any associated costs incurred by the testing laboratory for cancelled tests or standby time; and 7. For retesting due to failed tests. D. Provide independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to OPT to provide these inspections and tests. 16.03 Defective Work A. It is Contractor's obligation to ensure that the Work is not Defective. B. OPT has the authority to determine whether Work is Defective and to reject Defective Work. C. OAR is to notify Contractor of Defective Work of which OPT has actual knowledge. D. Promptly correct Defective Work. E. Take no action that would void or otherwise impair Owner's special warranties or guarantees when correcting Defective Work. General Conditions 007200-65 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 F. Pay claims, costs, losses, and damages arising out of or relating to Defective Work, including: 1. Costs for correction, removal, and replacement of Defective Work; 2. Cost of the inspection and testing related to correction of Defective Work; 3. Fines levied against Owner by governmental authorities because of Defective Work;and 4. Costs of repair or replacement of work of others resulting from Defective Work. 16.04 Acceptance of Defective Work A. Owner may elect to accept Defective Work instead of requiring correction or removal and replacement of Defective Work provided: 1. This acceptance occurs prior to final payment; 2. Designer confirms that the Defective Work is in general accordance with the design intent and applicable engineering or architectural principles; and 3. Designer confirms that acceptance of the Defective Work does not endanger public health or safety. B. Owner may impose a reasonable set-off against payments due under Article 17 for costs associated with OPT's evaluation of Defective Work to determine if it can be accepted and to determine the diminished value of the Work. Owner may impose a reasonable set-off against payments due under Article 17 if the parties are unable to agree as to the decrease in the Contract Price to compensate Owner for the diminished value of Defective Work accepted. OAR is to issue a Modification for acceptance of the Defective Work prior to final payment. Pay an appropriate amount to Owner if the acceptance of Defective Work occurs after final payment. 16.05 Uncovering Work A. OPT has the authority to require inspection or testing of the Work, whether or not the Work is fabricated, installed or completed. B. Work that is covered prior to approval of the OAR must be uncovered for OPT's observation if requested by OAR. Pay for uncovering Work and its subsequent restoration unless Contractor has given OAR timely notice of Contractor's intention to cover the Work and OAR fails to act with reasonable promptness in response to this notice. C. Provide necessary labor, material, and equipment and uncover, expose, or otherwise make available the portion of the Work suspected of being Defective for observation, inspection, or testing if OPT considers it necessary or advisable that covered Work be observed by Designer or inspected or tested by others as directed by the OAR. 1. Pay for claims, costs, losses, and damages associated with uncovering, exposing, observing, inspecting, and testing if it is found that the uncovered Work is Defective. Pay costs for correction of Defective Work. Pay for reconstruction, repair, or replacement of work of others resulting from the Defective Work if it is found that the uncovered Work is Defective. General Conditions 007200-66 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 16.06 Owner May Stop the Work A. Owner may order Contractor to stop the Work if: 1. The Work is Defective; 2. Contractor fails to supply sufficient skilled workers or suitable materials or equipment; or 3. Contractor performs Work that may fail to conform to the Contract Documents when completed. This stop work order is to remain in effect until the reason for the stop work order has been eliminated. Owner's right to stop the Work does not create a duty to exercise this right for the benefit of Contractor's Team or surety. 16.07 Owner May Correct Defective Work A. Owner may remedy deficiencies in the Work after 7 days' notice to Contractor if: 1. Contractor fails to correct Defective Work, or to remove and replace rejected Work as required by OPT; 2. Contractor fails to perform the Work in accordance with the Contract Documents; or 3. Contractor fails to comply with other provisions of the Contract Documents. B. Owner may: 1. Exclude Contractor from the Site; 2. Take possession of the Work and suspend Contractor's services related to the Work; and 3. Incorporate stored materials and equipment in the Work. C. Allow OPT access to the Site and off-Site storage areas to enable Owner to exercise the rights and remedies under this Paragraph 16.07. D. All claims, costs, losses, and damages incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 16.07 are to be charged against Contractor as a set-off against payments due under Article 17. These claims, costs, losses, and damages include costs of repair and the cost of replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's Defective Work. E. Contractor is not allowed an extension of the Contract Times because of delays in the performance of the Work attributable to the exercise of the Owner's rights and remedies under this Paragraph 16.07. ARTICLE 17—PAYMENTS TO CONTRACTOR; SET-OFFS;COMPLETION; CORRECTION PERIOD 17.01 Progress Payments A. Progress payment requests are to be submitted to the OAR on the Application for Payment form provided by the OAR following procedures in this Article 17. General Conditions 007200-67 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 1. Progress payments for lump sum Work are to be paid on the basis of the earned value to date at the amounts shown in the Schedule of Values submitted as required by Paragraph 17.03. Final payment will be for the total lump sum amount. 2. Progress payments for Unit Price Work are based on the number of units completed as determined under the provisions of Paragraph 15.03. 3. Progress payments for Work to be paid on the basis of the Cost of the Work per Paragraphs 15.01, 15.02 and 15.04 are to be paid for Work completed by Contractor during the pay period. B. Reduction in Payment by Owner: 1. Owner is entitled to impose a set-off against payment based on the following: a. Claims made against Owner or costs, losses,or damages incurred by Owner related to: 1) Contractor's conduct in the performance of the Work, including, but not limited to, workplace injuries, non-compliance with Laws and Regulations, or patent infringement; or 2) Contractor's failure to take reasonable and customary measures to avoid damage, delay, disruption, and interference with other work at or adjacent to the Site, including but not limited to, workplace injuries, property damage, and non-compliance with Laws and Regulations. b. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; C. Work is Defective, or completed Work has been damaged by Contractor's Team, requiring correction or replacement; d. Owner has been required to correct Defective Work or complete Work in accordance with Paragraph 16.07; e. The Contract Price has been reduced by Change Orders; f. Events have occurred that would constitute a default by Contractor justifying a termination for cause; g. Liquidated damages have accrued as a result of Contractor's failure to achieve Milestones, Substantial Completion, or completion of the Work; h. Liens have been filed in connection with the Work, except where Contractor has delivered a specific Bond satisfactory to Owner to secure the satisfaction and discharge of these Liens; i. Failure to submit up-to-date record documents as required by the Contract Documents; j. Failure to submit monthly Progress Schedule updates or revised schedules as requested by the OAR; k. Failure to provide Project photographs required by the Contract Documents; I. Failure to provide Certified Payroll required by the Contract Documents; General Conditions 007200-68 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 m. Compensation for OPT for overtime charges of OAR or RPR, third review of documents, review of substitutions, re-inspection fees, inspections or designs related to correction of Defective Work, or other services identified as requiring payment by the Contractor; n. Costs for tests performed by the Owner to verify that Work previously tested and found to be Defective has been corrected; o. OPT has actual knowledge of the occurrence of events that would constitute a default by Contractor and therefore justify termination for cause under the Contract Documents with associated cost impacts; p. Other items entitling Owner to a set-off against the amount recommended; or q. Payment would result in an over-payment of the Contract Price. 2. Compensation for services of OPT staff is to be at the rates established by negotiations between OPT and Contractor. 3. OAR is to notify Contractor stating the amount and the reasons for an imposed set-off. The Owner is to pay the Contractor amounts remaining after deduction of the set-off. Owner is to pay the set-off amount agreed to by Owner and Contractor if Contractor remedies the reasons for the set-off. Contractor may submit a Change Proposal contesting the set-off. C. Delayed Payments: 1. No money shall be paid by Owner upon any claim, debt, demand, or account whatsoever, to any person, firm, or corporation who is in arrears to Owner for taxes; and Owner shall be entitled to counterclaim and automatically offset against any such debt, claim, demand, or account in the amount of taxes so in arrears and no assignment or transfer of such debt, claim, demand, or account after said taxes are due, shall affect the right of Owner to offset said taxes, and associated penalties and interest if applicable, against the same. 2. No payment will be made for Work authorized by a Work Change Directive until the Work Change Directive is incorporated into a Change Order. Payment can be included in an Application for payment when the Change Order is approved. D. The Owner is to pay the amount of payment recommended by the OAR within 30 days after receipt of the Application for Payment and accompanying documentation from the OAR. 17.02 Application for Payment A. Submit Applications for Payment for completed Work and for materials and equipment in accordance with the Supplementary Conditions, the Agreement, and this Article 17. The Contract Price is to include costs for: 1. Providing the Work in accordance with the Contract Documents; 2. Installing Owner furnished equipment and materials; 3. Providing Work for Alternates and Allowances; 4. Commissioning, start-up, training and initial maintenance and operation; 5. Acceptance testing in manufacturer's facilities or on Site; General Conditions 007200-69 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6. All home office overhead costs and expenses, including profit made directly or indirectly for the Project; 7. Project management, Contract administration, field office, and field operations staff, including supervision, clerical support, and technology system support; 8. Professional services including design fees, legal fees, and other professional services; 9. Bonds and insurance; 10. Permits, licenses, patent fees, and royalties; 11. Taxes; 12. Providing all documents and Samples required by the Contract Documents; 13. Facilities and equipment at the Site including: a. Field offices, office furnishings, and all related office supplies, software, and equipment, b. Storage facilities for Contractor's use, storage facilities for stored materials and equipment, including spare parts storage, C. Shops, physical plant, construction equipment, small tools, vehicles, technology and telecommunications equipment, d. Safety equipment and facilities to provide safe access and working conditions for workers and for others working at the Site, e. Temporary facilities for power and communications, f. Potable water and sanitation facilities, and g. Mobilization and demobilization for all of these facilities and equipment; 14. Products, materials, and equipment stored at the Site or other suitable location; 15. Products, materials, and equipment permanently incorporated into the Project; 16. Temporary facilities for managing water, including facilities for pumping, storage, and treatment as required for construction and protection of the environment; 17. Temporary facilities for managing environment conditions and Constituents of Concern; 18. Temporary facilities such as sheeting, shoring, bracing, formwork, embankments, storage facilities, working areas, and other facilities required for construction of the Project; 19. Temporary and permanent facilities for protection of all overhead, surface, or underground structures or features; 20. Temporary and permanent facilities for removal, relocation, or replacement of any overhead, surface, or underground structures or features; 21. Products, materials, and equipment consumed during the construction of the Project; 22. Contractor labor and supervision to complete the Project, including that provided through Subcontractors or Suppliers; General Conditions 007200-70 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 23. Correcting Defective Work during the Contract Times, during the Correction Period, or as required to meet any warranty provision of the Contract Documents; 24. Risk associated with weather and environmental conditions, start-up, and initial operation of facilities including equipment, processes, and systems; 25. Contractor's safety programs, including management, administration, and training; 26. Maintenance of facilities, including equipment, processes, and systems until operation is transferred to Owner; 27. Providing warranties, extended or special warranties, or extended service agreements; 28. Cleanup and disposal of any and all surplus materials; and 29. Demobilization of all physical, temporary facilities not incorporated into the Project. B. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price. C. Provide written approval of the surety company providing Bonds for the Schedule of Values, Application for Payment form, and method of payment prior to submitting the first Application for Payment. Payment will not be made without this approval. D. OAR may withhold processing Applications for Payment if any of the following processes or documentation are not up to date: 1. Record Documents per Article 20. 2. Progress Schedule per Article 27. 3. Project photographs per Article 28. 4. Documentation required to comply with Owner's Minority / MBE / DBE Participation Policy. 5. Documentation required to substantiate any approved Project deviation, including overruns of Designer's estimated quantity. 6. Documentation required by funding agency, if applicable. 17.03 Schedule of Values A. Submit a detailed Schedule of Values for the Work at least 10 days prior to submitting the first Application for Payment. B. Submit the Schedule of Values in the form attached to the Application for Payment - Tabulation of Earned Value of Original Contract Performed. C. Do not submit an Application for Payment until the Schedule of Values has been approved by the OAR. D. If unit prices are included in the Contract, use each unit price line item in the Contract as a unit price line item in the Schedule of Values. E. Divide lump sum line items, including Subcontractor and Supplier amounts in the Schedule of Values into smaller components to allow more accurate determination of the earned value for each item. General Conditions 007200-71 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 1. Provide adequate detail to allow a more accurate determination of the earned value expressed as a percentage of Work completed for each item. 2. Line items may not exceed $50,000.00, unless they are for products, materials or equipment permanently incorporated into the Project that cannot be subdivided into units or subassemblies. 3. Lump sum items may be divided into an estimated number of units to determine earned value. a. The estimated number of units times the cost per unit must equal the lump sum amount for that line item. b. Contractor will receive payment for the lump sum for the line item, regardless of the number of units installed, unless an adjustment is made by Change Order. 4. Include Contractor's overhead and profit in each line item in proportion to the value of the line item to the Contract Price. 5. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price for each item. 6. These line items may be used to establish the value of Work to be added or deleted from the Project. 7. The sum of all values listed in the schedule must equal the total Contract Price. F. Subdivide each line item in the Schedule of Values into two payment components. The first component is the direct cost for products, materials, and equipment permanently incorporated into the Project. The second component is all other costs associated with the item in the Contract. The sum of the two components must equal the value of the line item in the Schedule of Values. G. Where a percentage of the line value is allowed for a specified stage of completion, show the value for each stage of completion as a component of that line item cost. 17.04 Schedule of Anticipated Payments and Earned Value A. Submit a schedule of the anticipated Application for Payments showing the application numbers, submission dates, and the anticipated amount to be requested. Incorporate retainage into the development of this schedule of anticipated payments. B. Submit a tabulation of the anticipated Total Earned Value of Fees, Work, and Materials to create a graphic (curve) representation of the anticipated progress on the Project each month. Adjust this table and curve to incorporate Modifications. Use this curve to compare actual progress on the Project each month by comparing the anticipated cumulative Total Earned Value of Fees, Work, and Materials to the actual Total Earned Value of Fees, Work, and Materials each month. Use the comparison of values to determine performance on budget and schedule. C. Update the Schedule of Payments as necessary to provide a reasonably accurate indication of the funds required to make payments each month to the Contractor for Work performed. General Conditions 007200-72 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 17.05 Basis for Payments A. Lump Sum Contracts: 1. Payment will be made for the earned value of Work completed during the payment period expressed as a percentage of Work completed for each line item during the payment period per the Contract Documents. 2. Payment amount is the value of Work completed per the Contract Documents multiplied by the percentage of Work completed. 3. Payment for lump sum items divided into an estimated number of units to determine earned value per Paragraph 17.03 will be made for the measured number of units. 4. Payment for stored materials and equipment will be made per Paragraph 17.06. B. Unit Price Contracts: 1. Payment will be made for the actual quantity of Work completed during the payment period and for materials and equipment stored during the payment period per the Contract Documents. a. Payment amount is the Work quantity measured per the Contract Documents multiplied by the unit prices for that line item in the Contract. b. Payment for stored materials and equipment will be made per Paragraph 17.06. 2. Measure the Work described in the Contract for payment. Payment will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. 17.06 Payment for Stored Materials and Equipment A. Store materials and equipment properly at the Site. 1. Payment will be made for the invoice amount less the specified retainage. 2. Payment for materials and equipment shown in the Application for Payment and attachments will be made for the invoice amount,up to the value shown in the Schedule of Values for that line item. Costs for material and equipment in excess of the value shown in the Schedule of Values may not be added to other line items. 3. Payment will be made in full for the value shown in the line item for products and materials if invoices for materials and equipment are less than the amount shown in the line item and it can be demonstrated that no additional materials or equipment are required to complete Work described in that item. 4. Provide invoices at the time materials are included on the Application for Payment and attachments. Include invoice numbers so that a comparison can be made between invoices and amounts included on the Application for Payment and attachments. B. Provide a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of Liens. Provide documentation of payment for General Conditions 007200-73 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 materials and equipment with the next Application for Payment. Adjust payment to the amount actually paid if this differs from the invoice amount. Remove items from the tabulation of materials and equipment if this documentation is not provided. Payment will not be made for material and equipment without documentation of payment. C. Contractors can be paid for non-perishable materials on hand stored at the site, provided that invoices are furnished to the City for verification of the material value, and that Contractor provides documents, satisfactory to the City,that show that the material supplier has been paid for the materials delivered to the work site. D. Provide evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest. E. The Work covered by progress payments becomes the property of the Owner at the time of payment. The Contractor's obligations with regard to proper care and maintenance, insurance, and other requirements are not changed by this transfer of ownership until accepted in accordance with the General Conditions. F. Payment for materials and equipment does not constitute acceptance of the product. 17.07 Retainage and Set-Offs A. Retainage will be withheld from each Application for Payment per the Agreement. Retainage will be released per the General Conditions. B. Reduce payments for set-offs per the General Conditions. Include the appropriate attachment to the Application for Payment. 17.08 Procedures for Submitting an Application for Payment A. Submit a draft Application for Payment to the OAR each month at least 20 days before the date established in the Contract for Owner to make progress payments. Do not submit Applications for Payment more often than monthly. Review the draft Application for Payment with the OAR to determine concurrence with: 1. The earned value for each lump sum item including the value of properly stored and documented materials and equipment for each item in the original Contract. 2. The quantity of Work completed for each unit price item. 3. Set-offs included in the Application for Payment. 4. Values requested for materials and equipment consistent with invoices for materials and equipment. B. Submit Applications for Payment monthly through the OAR after agreement has been reached on the draft Application for Payment. 1. Number each application sequentially and include the dates for the application period. 2. Show the total amounts for earned value of original Contract performed, earned value for Work on approved Contract Amendments and Change Orders, retainage, and set- offs. Show total amounts that correspond to totals indicated on the attached tabulation for each. General Conditions 007200-74 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. Include Attachment A to show the earned value on each line item in the Schedule of Values for Work shown in the original Contract. 4. Include Attachment B to show the earned value on line items for approved Change Orders. Add items to Attachment B as Change Orders are approved. Change Orders must be approved before payment can be made on Change Order items. 5. Include Attachment C to document set-offs required per the Contract Documents. Show each set-off as it is applied. Show a corresponding line item to reduce the set-off amount if a payment held by a set-off is released for payment. 6. Include Attachment D to allow tracking of invoices used to support amounts requested as materials in Attachments A and B. Enter materials to show the amount of the invoice assigned to each item in Attachment A or B if an invoice includes materials used on several line items. 7. Complete the certification stating that all Work, including materials and equipment, covered by this Application for Payment have been completed or delivered and stored in accordance with the Contract Documents,that all amounts have been paid for Work, materials, and equipment for which previous payments have been made by the Owner, and that the current payment amount shown in this Application for Payment is now due. C. Submit attachments in Portable Document Format (PDF): 1. Generate attachments to the Application for Payment using the Excel spreadsheet provided. 2. Submit PDF documents with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. 17.09 Responsibility of Owner's Authorized Representative A. OAR will review draft Application for Payment with Contractor to reach an agreement on the values that will be recommended for payment by the OAR. B. OAR will review Application for Payment submitted by Contractor to determine that the Application for Payment has been properly submitted and is in accordance with the agreed to draft Application for Payment. C. OAR is to either recommend payment of the Application for Payment to Owner or notify the Contractor of the OPT's reasons for not recommending payment. Contractor may make necessary corrections and resubmit the Application for Payment if it is not recommended within 10 days after receipt of the notice. OAR will review resubmitted Application for Payment and reject or recommend payment of the Application for Payment to Owner as appropriate. D. OAR's recommendation of the Application for Payment constitutes a representation by OPT that based on their experience and the information available: 1. The Work has progressed to the point indicated; 2. The quality of the Work is generally in accordance with the Contract Documents; and 3. Requirements prerequisite to payment have been met. General Conditions 007200-75 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. This representation is subject to: 1. Further evaluation of the Work as a functioning whole; 2. The results of subsequent tests called for in the Contract Documents; or 3. Any other qualifications stated in the recommendation. F. OPT does not represent by recommending payment: 1. Inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work; or 2. Other matters or issues between the parties that might entitle Contractor to additional compensation or entitle Owner to withhold payment to Contractor may or may not exist. G. Neither OPT's review of Contractor's Work for the purposes of recommending payments nor OAR's recommendation of payment imposes responsibility on OPT: 1. To supervise, direct, or control the Work; 2. For the means, methods, techniques, sequences, or procedures of construction, or safety precautions and programs; 3. For Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work; 4. To make examinations to ascertain how or for what purposes Contractor has used the monies paid on account of the Contract Price; or 5. To determine that title to the Work, materials, or equipment has passed to Owner free and clear of Liens. 17.10 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to the Work, materials, and equipment furnished under the Contract is to pass to Owner free and clear of Liens, title defects, and patent, licensing, copyright, or royalty obligations no later than 7 days after the time of payment by Owner of the Application for Payment which includes these items. 17.11 Substantial Completion A. Notify OAR when Contractor considers the entire Work substantially complete and request a Certificate of Substantial Completion. B. OPT is to inspect the Work within 30 days after Contractor's notification to determine if the Work is substantially complete. OAR, within 120 days after receipt of Contractor's notification, is to either issue the Certificate of Substantial Completion which sets the date of Substantial Completion or notify Contractor of the reasons the Project is not considered to be substantially complete. General Conditions 007200-76 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. The OPT and Contractor are to meet to discuss Owner's use or occupancy of the Work following Substantial Completion. Items to be discussed at this meeting include: 1. Review of insurance policies with respect to the end of the Contractor's coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner; 2. Owner's assumption of responsibility for security, operation, protection of the Work, maintenance, and utilities upon Owner's use or occupancy of the Work; 3. Contractor's obligations for operations and maintenance during performance and acceptance testing; 4. Contractor's access to the Site to complete punch list items; and 5. Procedures for correction of Defective Work during the 1-year correction period. 17.12 Partial Utilization A. Owner may use or occupy substantially completed parts of the Work which are specifically identified in the Contract Documents, or which OPT and Contractor agree constitutes a separately functioning and usable part of the Work prior to Substantial Completion of the Work. Owner must be able to use that part of the Work for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. Contractor and OPT are to follow the procedures of Paragraph 17.11 forthis part of the Work. B. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Article 6. 17.13 Final Inspection A. OPT is to make a final inspection upon notice from Contractor that the entire Work or portion to be accepted is complete. OAR is to notify Contractor of Work determined to be incomplete or Defective. Immediately take corrective measures to complete the Work and correct Defective Work. 17.14 Final Application for Payment A. Include adjustments to the Contract Price in the final Application for Payment for: 1. Approved Change Orders and Contract Amendments, 2. Allowances not previously adjusted by Change Order, 3. Deductions for Defective Work that has been accepted by the Owner, 4. Penalties and bonuses, 5. Deductions for liquidated damages, 6. Deduction for all final set-offs, and 7. Other adjustments if needed. B. OAR will prepare a final Change Order reflecting the approved adjustments to the Contract Price which have not been covered by previously approved Change Orders and if necessary reconcile estimate unit price quantities with actual quantities. General Conditions 007200-77 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 17.15 Final Payment A. Make final Application for Payment after completing required corrections identified during the final inspection and delivering items and documents required by the Contract Documents. Provide the following with the final Application for Payment: 1. Consent of Surety to Final Payment acknowledging unsettled disputes; and 2. Certification of Payment of Debts and Claims or Certification of Release of Liens or furnish receipts or releases in full from Subcontractors and Suppliers. B. OAR is to either recommend payment of the final Application for Payment to Owner if OPT is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled or notify the Contractor of the OPT's reasons for not recommending final payment. C. The Work is complete, subject to surviving obligations, when it is ready for final payment as established by the OAR's recommendation of payment of the final Application for Payment to Owner and the issuance of a Certificate of Final Completion. D. The Owner is to pay the amount of final payment recommended by the OAR within 30 days after receipt of the final Application for Payment and accompanying documentation from the OAR. 17.16 Waiver of Claims A. The making of final payment does not constitute a waiver by Owner of claims or rights against Contractor. Owner expressly reserves claims and rights arising from: 1. Unsettled Liens or claims for non-payment; 2. Defective Work appearing after final inspection; 3. Contractor's failure to comply with the Contract Documents or the terms of specified special guarantees; or 4. Contractor's continuing obligations under the Contract Documents. B. Contractor waives claims and rights against Owner by accepting final payment with the exception of those Claims made in accordance with the provisions of Article 22 and specifically noted in the Certificate of Final Completion. 17.17 Correction Period A. Promptly correct Defective Work without cost to Owner for 1 year after the date of Substantial Completion or, in the event of a latent defect, within 1 year after discovery thereof by City. B. Promptly correct damages to the Site or adjacent areas that Contractor has arranged to use through construction easements or other agreements. Promptly correct damages to Work or the work of others. Make corrections without cost to Owner. C. Owner may have the Defective Work and damages described in Paragraphs 17.17.A and 17.17.13 corrected if Contractor does not comply with the terms of OAR's instructions, or in an emergency where delay would cause serious risk of loss or damage. General Conditions 007200-78 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 D. Contractor's obligation to indemnify Owner for claims arising out of or related to the correction of Defective Work are as set forth in Paragraph 7.14. E. The correction period starts to run from the date when a specific item of equipment or system is placed in continuous beneficial use by Owner before Substantial Completion of Work if so provided in the Specifications or if accepted for beneficial use by the Owner. F. Contractor's obligations under this Paragraph 17.17 are in addition to other obligations or warranties. The provisions of this Paragraph 17.17 are not a substitute for, or a waiver of, the provisions of applicable statutes of limitation or repose. ARTICLE 18—SUSPENSION OF WORK AND TERMINATION 18.01 Owner May Suspend Work A. Owner may suspend the Work or a portion of the Work for a period of not more than 90 consecutive days, at any time and without cause, by notice to Contractor. This notice fixes the date on which Contractor is to resume Work. Contractor is entitled to adjustments in the Contract Price and Contract Times directly attributable to this suspension only if efforts are made to mitigate the cost impacts of the suspension. Meet with the Owner within 10 days of the notice of suspension to discuss specific strategies to reduce or eliminate the cost of delays. Submit a Change Proposal seeking an adjustment no later than 30 days after the date fixed for resumption of Work. 18.02 Owner May Terminate for Cause A. The occurrence of one or more of the following events constitutes a default by Contractor and justifies termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents, including failure to supply sufficient skilled workers or suitable materials or equipment; 2. Failure to adhere to the Progress Schedule; 3. Failure of the Contractor to provide a satisfactory replacement Bond or insurance in the event either is lost or canceled; 4. Failure of Contractor to maintain financial solvency to adequately complete the Project as indicated by one or more of the following: a. A petition of bankruptcy is filed by or against Contractor, b. Contractor is adjudged as bankrupt or insolvent, C. Contractor or surety makes a general assignment for the benefit of creditors, d. A receiver is appointed for the benefit of Contractor's creditors, or e. A receiver is appointed on account of Contractor's insolvency; 5. Contractor's disregard of Laws or Regulations of public bodies having jurisdiction; 6. Contractor's repeated disregard of the authority of OPT; 7. Contractor's failure to prosecute the work with diligence; or General Conditions 007200-79 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 8. Contractor's other material breach of the contract. B. Contractor and surety must provide adequate assurance of future performance in accordance with the Contract Documents that is satisfactory to Owner if Contractor is believed to be in financial distress due to the existence of one or more of the indicators listed in Paragraph 18.02.A.4. Owner may terminate Contractor's performance under this Contract if Contractor and surety fail to provide adequate documentation satisfactory to Owner within 10 days of OAR's request for this information. C. Owner may declare Contractor to be in default, give notice to Contractor and surety that Contractor's performance under the Contract is terminated, and enforce the rights available to Owner under the Performance Bond after giving Contractor and surety 10 days' notice that one or more of the events identified in Paragraph 18.02.A has occurred. D. Owner may exclude Contractor from the Site, take possession of the Work, incorporate the materials and equipment stored and complete the Work as Owner may deem expedient if Owner has terminated Contractor's performance under the Contract for cause. E. Owner may elect not to proceed with termination of Contractor's performance under the Contract under this Paragraph 18.02 if Contractor begins to cure the cause for termination within 7 days of receipt of notice of intent to terminate. F. Contractor is not entitled to receive further payments until the Work is completed if Owner proceeds as provided in this Paragraph 18.02. The amount of the Contract Price remaining is to be paid to the Contractor if the unpaid balance exceeds the cost to complete the Work. The cost to complete the Work may include related claims, costs, losses, damages, and the fees and charges of engineers, architects, attorneys, and other professionals retained by Owner. Pay the difference to Owner if the cost to complete the Work including related claims, costs, losses, and damages exceeds the unpaid balance of the Contract Price. Owner is not required to obtain the lowest price for the Work performed when exercising its rights or remedies under this paragraph. G. Termination of Contractor's performance does not affect the rights or remedies of Owner against Contractor or against surety under the Payment Bond or Performance Bond. Owner does not release Contractor from liability by paying or retaining money due Contractor. H. In the event the Owner terminates the contract for cause, and it is later determined that cause for termination was lacking, the termination will be deemed a termination without cause under Paragraph 18.03. 18.03 Owner May Terminate For Convenience A. Owner may terminate the Contract without cause after giving 7 days' notice to Contractor of the effective date of termination. Contractor is to be paid for the following if Owner terminates for convenience: 1. Work completed in accordance with the Contract Documents prior to the effective date of termination; 2. Actual costs sustained prior to the effective date of termination for Work in progress, plus a fee calculated in accordance with Paragraph 15.05; and 3. Reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal. General Conditions 007200-80 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. No payment is payable to Contractor for loss of anticipated overhead, profits or revenue, or other economic loss arising out of or resulting from this termination. ARTICLE 19— PROJECT MANAGEMENT 19.01 Work Included A. Furnish resources required to complete the Project with an acceptable standard of quality within the Contract Times. B. Construct Project in accordance with current safety practices. C. Manage Site to allow access to Site and control construction operations. D. Construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. E. Provide temporary controls for pollutions, management of water and management of excess earth. 19.02 Quality Assurance A. Employ competent workmen,skilled in the occupation for which they are employed. Provide Work meeting quality requirements of the Contract Documents. B. Remove Defective Work from the Site immediately unless provisions have been made and approved by the OPT to allow repair of the product at the Site. Clearly mark Work as Defective until it is removed or allowable repairs have been completed. 19.03 Document Submittal A. Provide documents in accordance with Article 24. 1. Provide copies of Supplier's printed storage instructions prior to furnishing materials or products and installation instructions prior to beginning the installation. 2. Incorporate field notes,sketches, recordings,and computations made by the Contractor in Record Data. 19.04 Required Permits A. Obtain building permits for the Project from the local authorities having jurisdiction. Pay building permit fees and include this cost in the Contract Price. B. Obtain environmental permits required for construction at the Site. C. Provide required permits for transporting heavy or oversized loads. D. Provide other permits required to conduct any part of the Work. E. Arrange for inspections and certification by agencies having jurisdiction over the Work. F. Make arrangements with private utility companies and pay for fees associated with obtaining services, or for inspection fees. G. Retain copies of permits and licenses at the Site and observe and comply with all regulations and conditions of the permit or license. General Conditions 007200-81 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 19.05 Safety Requirements A. Manage safety to protect the safety and welfare of persons at the Site. B. Provide safe access to move through the Site. Provide protective devices to warn and protect from hazards at the Site. C. Provide safe access for those performing tests and inspections. D. Comply with latest provisions of the Occupational Health and Safety Administration and other Laws and Regulation. E. Cooperate with accident investigations. Provide two copies of all reports, including insurance company reports, prepared concerning accidents, injury, or death related to the Project to the OAR as Record Data per Article 26. 19.06 Access to the Site A. Maintain access to the facilities at all times. Do not obstruct roads, pedestrian walks, or access to the various buildings, structures, stairways, or entrances. Provide safe access for normal operations during construction. B. Provide adequate and safe access for inspections. Leave ladders, bridges, scaffolding, and protective equipment in place until inspections have been completed. Construct additional safe access if required for inspections. C. Use roadways for construction traffic only with written approval of the appropriate representatives of each entity. Obtain written approval to use roads to deliver heavy or oversized loads to the Site. Furnish copies of the written approvals to the Owner as Record Data per Article 26. 19.07 Contractor's Use of Site A. Limit the use of Site for Work and storage to those areas designated on the Drawings or approved by the OAR. Coordinate the use of the premises with the OAR. B. Provide security at the Site as necessary to protect against vandalism and loss by theft. C. Do not permit alcoholic beverages or illegal substances on the Site. Do not allow persons under the influence of alcoholic beverages or illegal substances to enter or remain on the Site at any time. Persons on Site under the influence of alcoholic beverages or illegal substances will be permanently prohibited from returning to the Site. Criminal or civil penalties may also apply. D. Park construction equipment in designated areas only and provide spill control measures. E. Park employees' vehicles in designated areas only. F. Obtain written permission of the Owner before entering privately-owned land outside of the Owner's property, rights-of-way, or easements. G. Do not allow the use of audio devices, obnoxious, vulgar or abusive language, or sexual harassment in any form. These actions will cause immediate and permanent removal of the offender from the premises. Criminal or civil penalties may apply. General Conditions 007200-82 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 H. Require Workers to wear clothing that is inoffensive and meets safety requirements. Do not allow sleeveless shirts, shorts, exceedingly torn, ripped, or soiled clothing to be worn on the Project. I. Do not allow firearms or weapons of any sort to be brought on to the Site under any conditions. No exception is to be made for persons with concealed handgun permits. Remove any firearms or weapons and the person possessing these firearms or weapons immediately from the Site. 19.08 Protection of Existing Structures and Utilities A. Examine the Site and review the available information concerning the Site. Locate utilities, streets, driveways, fences, drainage structures, sidewalks, curbs, and gutters. Verify the elevations of the structures adjacent to excavations. Report any discrepancies from information in the Contract Documents to the OAR before beginning construction. B. Determine if existing structures, poles, piping, or other utilities at excavations will require relocation or replacement. Prepare a Plan of Action and coordinate Work with local utility companies and others for the relocation or replacement. C. Protect buildings, utilities, street surfaces, driveways, sidewalks, curb and gutter, fences, wells, drainage structures, piping, valves, manholes, electrical conduits, and other systems or structures unless they are shown to be replaced or relocated on the Drawings. Restore damaged items to the satisfaction of the OPT and utility owner. D. Carefully support and protect all structures and/or utilities so that there will be no failure or settlement where excavation or demolition endangers adjacent structures and utilities. Do not take existing utilities out of service unless required by the Contract Documents or approved by the OAR. Notify and cooperate with the utility owner if it is necessary to move services, poles,guy wires, pipelines, or other obstructions. E. Protect existing trees and landscaping at the Site. 1. Identify trees that may be removed during construction with OPT. 2. Mark trees to be removed with paint. 3. Protect trees to remain from damage by wrapping trunks with 2 x 4 timbers around the perimeter, securely wired in place, where machinery must operate around existing trees. Protect branches and limbs from damage by equipment. 4. Protect root zone from compaction. 19.09 Pre-Construction Exploratory Excavations A. Excavate and expose existing pipelines that cross within 20 feet of Project pipelines prior to any Work. Survey the line to determine its exact vertical and horizontal location at each point the existing pipeline may potentially conflict with the Work. B. Excavate and expose existing parallel pipelines at 300 feet intervals (maximum) for existing pipelines which are within 10 feet of Project pipelines. Survey the line to determine its exact vertical and horizontal location at each point where the line is excavated and exposed. General Conditions 007200-83 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Prepare a Plan of Action indicating the owner of pipelines excavated and surveyed and all pertinent survey data, including the station where lines cross or conflicts may exist and the distance to the pavement centerline and elevations of the top of existing pipelines. D. Do not perform Work on the Project until all exploratory excavations have been completed and the Plan of Action has been approved by the OAR. E. Unless specifically indicated otherwise in the Bid Form, no separate payment will be made for pre-construction exploratory excavations. Include the cost for pre-construction exploratory excavations in the unit price for the pipe construction or other applicable feature. When necessary, pavement repairs associated with exploratory excavations that are beyond the limits of the new pavement will be paid for at the unit prices for pavement repair when an item is included in the Bid Form. When an item for pavement repair is not included in the Bid Form, the cost should be included in the unit price for the pipe construction or other applicable feature. 19.10 Disruption of Services/Continued Operations A. Existing facilities are to continue in service as usual during the construction unless noted otherwise. Owner of utilities must be able to operate and maintain the facilities. Keep disruptions to existing utilities, piping, process piping, or electrical services to a minimum. 1. Do not restrict access to critical valves or operators. 2. Limit operations to the minimum amount of space needed to complete the specified Work. 3. Maintain storm sewers and sanitary sewers in service at all times. Provide temporary service around the construction or otherwise construct the structure in a manner that the flow is not restricted. B. Provide a Plan of Action if facilities must be taken out of operation. 19.11 Field Measurements A. Perform complete field measurements prior to purchasing products or beginning construction for products required to fit existing conditions. B. Verify property lines, control lines,grades, and levels indicated on the Drawings. C. Check Shop Drawings and indicate the actual dimensions available where products are to be installed. D. Include field measurements in Record Data as required in Article 26. 19.12 Reference Data and Control Points A. The OPT will provide the following control points: 1. Base line or grid reference points for horizontal control. 2. Benchmarks for vertical control. B. Locate and protect control points prior to starting the Work and preserve permanent reference points during construction. Designated control points may be on an existing structure or monument. Do not change or relocate points without prior approval of the OAR. General Conditions 007200-84 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Notify OAR when the reference point is lost, destroyed, or requires relocation. Replace Project control points on the basis of the original survey. C. Provide complete engineering layout of the Work needed for construction. 1. Provide competent personnel. Provide equipment including accurate surveying instruments, stakes, platforms,tools, and materials. 2. Provide surveying with accuracy meeting the requirements established for Category 5 Construction Surveying as established in the Manual of Practice of Land Surveying in Texas published by the Texas Society of Professional Surveyors, latest revision. 3. Record Data and measurements per standards. 19.13 Delivery and Storage A. Deliver products and materials to the Site in time to prevent delays in construction. B. Deliver packaged products to Site in original undamaged containers with identifying labels attached. Open cartons as necessary to check for damage and to verify invoices. Reseal cartons and store properly until used. Leave products in packages or other containers until installed. C. Assume full responsibility for the protection and safekeeping of products stored at the Site. D. Store products at locations acceptable to the OAR and to allow Owner access to maintain and operate existing facilities. E. Store products in accordance with the Supplier's storage instructions immediately upon delivery. Leave seals and labels intact. F. Provide additional storage areas as needed for construction. Store products subject to damage by elements in substantial weather-tight enclosures or storage sheds. Provide and maintain storage sheds as required for the protection of products. Provide temperature, humidity control, and ventilation within the ranges stated in the Supplier's instructions. Remove storage facilities at the completion of the Project. G. Protect the pipe interior. Keep all foreign materials such as dirt, debris, animals, or other objects out of the pipe during the Work. Cap or plug ends of installed pipe in an approved manner when pipe is not being installed. Clean or wash out pipe sections that become contaminated before continuing with installation. Take precautions to prevent the pipe from floating or moving out of the proper position during or after laying operations. Immediately correct any pipe that moves from its correct position. H. Provide adequate exterior storage for products that may be stored out-of-doors. 1. Provide substantial platforms, blocking, or skids to support materials and products above ground which has been sloped to provide drainage. Protect products from soiling or staining. 2. Cover products subject to discoloration or deterioration from exposure to the elements, with impervious sheet materials. Provide ventilation to prevent condensation below covering. 3. Store loose, granular materials on clean, solid surfaces, or on rigid sheet materials, to prevent mixing with foreign matter. General Conditions 007200-85 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. Provide surface drainage to prevent erosion and ponding of water. 5. Prevent mixing of refuse or chemically injurious materials or liquids with stored materials. 6. Pipes and conduits stored outdoors are to have open ends sealed to prevent the entrance of dirt, moisture, and other injurious materials. Protect PVC pipe from ultraviolet light exposure. 7. Store light weight products to prevent wind damage. I. Maintain storage facilities. Inspect stored products on a weekly basis and after periods of severe weather to verify that: 1. Storage facilities continue to meet specified requirements; 2. Supplier's required environmental conditions are continually maintained; and 3. Products that can be damaged by exposure to the elements are not adversely affected. J. Replace any stored item damaged by inadequate protection or environmental controls. K. Payment may be withheld for any products not properly stored. 19.14 Cleaning During Construction A. Provide positive methods to minimize raising dust from construction operations and provide positive means to prevent air-borne dust from disbursing into the atmosphere. Control dust and dirt from demolition, cutting, and patching operations. B. Clean the Project as Work progresses and dispose of waste materials, keeping the Site free from accumulations of waste or rubbish. Provide containers on Site for waste collection. Do not allow waste materials or debris to blow around or off of the Site. Control dust from waste materials. Transport waste materials with as few handlings as possible. C. Comply with Laws and Regulations. Do not burn or bury waste materials. Remove waste materials, rubbish and debris from the Site and legally dispose of these at public or private disposal facilities. D. Provide a final cleaning to thoroughly clean the entire Site and make ready for acceptance. 1. Remove construction debris, boxes, and trash from the Site. 2. Remove construction storage sheds and field offices. 3. Restore grade to match surrounding condition and remove excess dirt. 4. Sweep all drives and parking lots clean of dirt and debris. Use water trucks or hose down paved site to like new appearance. 19.15 Maintenance of Roads, Driveways, and Access A. Maintain roads and streets in a manner that is suitable for safe operations of public vehicles during all phases of construction unless the Owner approves a street closing. Do not close public roads overnight. B. Submit a Notification by Contractor for Owner's approval of a street closing. The request shall state: General Conditions 007200-86 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 1. The reason for closing the street. 2. How long the street will remain closed. 3. Procedures to be taken to maintain the flow of traffic. C. Construct temporary detours, including by-pass roads around construction,with adequately clear width to maintain the free flow of traffic at all times. Maintain barricades, signs, and safety features around the detour and excavations. Maintain barricades, signs, and safety features around the Work in accordance with all provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). D. Assume responsibility for any damage resulting from construction along roads or drives. 19.16 Area Access and Traffic Control A. Provide traffic control measures to assure a safe condition and to provide a minimum of inconvenience to motorists and the public. Provide all-weather access to all residents and businesses at all times during construction. Provide temporary driveways and/or roads of approved material during wet weather. Maintain a stockpile of suitable material on the Site to meet the demands of inclement weather. B. Schedule operations to minimize adverse impact on the accessibility of adjoining properties. Sequence construction to build driveways in half widths, construct temporary ramps, or any other measure required to maintain access to adjoining properties. C. Comply with the Owner's Uniform Barricading Standards and Practices. Copies of this document are available through the Owner's Traffic Engineering Department. Secure required permits from the Owner's Traffic Engineering Department. 19.17 Overhead Electrical Wires A. Comply with OSHA safety requirements regarding construction equipment working beneath overhead electrical wires. Prevent and pay for repairs for damage to existing overhead electrical wires or facilities. B. Provide for adequate safety with regard to overhead lines whether overhead lines are or are not shown in the Contract Documents. 19.18 Blasting A. Blasting is not allowed for any purpose. 19.19 Archeological Requirements A. Cease operations immediately and contact the Owner for instructions if historical or archaeological artifacts are found during construction. B. Conduct all construction activities to avoid adverse impact on the Sites where significant historical or archaeological artifacts are found or identified as an area where other artifacts could be found. 1. Obtain details for Working in these areas. 2. Maintain confidentiality regarding the Site. General Conditions 007200-87 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. Adhere to the requirements of the Texas Historical Commission. 4. Notify the OAR and the Texas Historical Commission. C. Do not disturb archaeological sites. 1. Obtain the services of a qualified archaeological specialist to instruct construction personnel on how to identify and protect archaeological finds on an emergency basis. 2. Coordinate activities to permit archaeological work to take place within the area. a. Attempt to archaeologically clear areas needed for construction as soon as possible. b. Provide a determination of priority for such areas. D. Assume responsibility for any unauthorized destruction that might result to such Sites by construction personnel, and pay all penalties assessed by the State or Federal agencies for non-compliance with these requirements. E. Contract Times will be modified to compensate for delays caused by such archaeological finds. No additional compensation will be paid for delays. 19.20 Endangered Species Resources A. Do not perform any activity that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. B. Cease Work immediately in the area of the encounter and notify the OAR if a threatened or endangered species is encountered during construction. OPT will implement actions in accordance with the ESA and applicable State statutes. Resume construction in the area of the encounter when authorized to do so by the OAR. 19.21 Cooperation with Public Agencies A. Cooperate with all public and private agencies with facilities operating within the limits of the Project. B. Provide a 48-hour notice to any applicable agency when work is anticipated to proceed in the vicinity of any facility by using Texas 811 at 811 and the Lone Star Notification Company at 1-800-669-8344. ARTICLE 20—PROJECT COORDINATION 20.01 Work Included A. Administer Contract requirements to construct the Project. Provide documentation per the requirements of this Section. Provide information as requested by the OPT. 20.02 Document Submittal A. Provide documents in accordance with Article 24. General Conditions 007200-88 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. Use the forms provided for Contract administration, applications for payment, document submittals, documentation of test results, equipment installation and documentation, and Project closeout. A digital copy of the required forms will be provided to the Contractor before or at the pre-construction conference. 20.03 Communication During Project A. The OAR is to be the first point of contact for all parties on matters concerning this Project. B. The OAR will coordinate correspondence concerning: 1. Documents, including Applications for Payment. 2. Clarification and interpretation of the Contract Documents. 3. Contract Modifications. 4. Observation of Work and testing. 5. Claims. C. The OAR will normally communicate only with the Contractor. Any required communication with Subcontractors or Suppliers will only be with the direct involvement of the Contractor. D. Direct written communications to the OAR at the address indicated at the pre-construction conference. Include the following with communications as a minimum: 1. Name of the Owner. 2. Project name. 3. Contract title. 4. Project number. 5. Date. 6. A reference statement. 20.04 Project Meetings A. Pre-Construction Conference: 1. Attend a pre-construction conference. 2. The location of the conference will be determined by the OAR. 3. The time of the meeting will be determined by the OAR but will be after the Notice of Award is issued and not later than 15 days after the Notice to Proceed is issued. 4. The OPT, Contractor's project manager and superintendent, representatives of utility companies, and representatives from major Subcontractors and Suppliers may attend the conference. 5. Provide and be prepared to discuss: a. Preliminary construction schedule per Article 27. b. Schedule of Values and anticipated Schedule of Payments per Article 17. C. List of Subcontractors and Suppliers. General Conditions 007200-89 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 d. Contractor's organizational chart as it relates to this Project. e. Letter indicating the agents of authority for the Contractor and the limit of that authority with respect to the execution of legal documents,Contract Modifications, and payment requests. B. Progress Meetings: 1. Attend meetings with the OAR and Owner. a. Meet on a monthly basis or as requested by the OAR to discuss the Project. b. Meet at the Site or other location as designated by the OAR. C. Contractor's superintendent and other key personnel are to attend the meeting. Other individuals may be requested to attend to discuss specific matters. d. Notify the OAR of any specific items to be discussed a minimum of 1 week prior to the meeting. 2. Provide information as requested by the OAR or Owner concerning this Project. Prepare to discuss: a. Status of overall Project schedule. b. Contractor's detailed schedule for the next month. C. Anticipated delivery dates for equipment. d. Coordination with the Owner. e. Status of documents. f. Information or clarification of the Contract Documents. g. Claims and proposed Modifications to the Contract. h. Field observations, problems, or conflicts. i. Maintenance of quality standards. 3. OAR will prepare minutes of meetings. Review the minutes of the meeting and notify the OAR of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in the minutes of the following meeting or as an attachment to the minutes. C. Pre-Submittal and Pre-Installation Meetings: 1. Conduct pre-submittal and pre-installation meetings as required in the individual technical Specifications or as determined necessary by the OAR (for example, instrumentation, roofing, concrete mix design, etc.). 2. Set the time and location of the meetings when ready to proceed with the associated Work. Submit a Notification by Contractor in accordance with Paragraph 20.07 for the meeting 2 weeks before the meeting. OPT must approve of the proposed time and location. 3. Attend the meeting and require the participation of appropriate Subcontractors and Suppliers in the meeting. General Conditions 007200-90 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. Prepare minutes of the meeting and submit to the OPT for review. OPT will review the minutes of the meeting and notify the Contractor of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in a revised set of meeting minutes. 20.05 Requests for Information A. Submit Request for Information (RFI) to the OAR to obtain additional information or clarification of the Contract Documents. 1. Submit a separate RFI for each item on the form provided. 2. Attach adequate information to permit a written response without further clarification. OAR will return requests that do not have adequate information to the Contractor for additional information. Contractor is responsible for all delays resulting from multiple document submittals due to inadequate information. 3. A response will be made when adequate information is provided. Response will be made on the RFI form or in attached information. B. Response to an RFI is given to provide additional information, interpretation, or clarification of the requirements of the Contract Documents, and does not modify the Contract Documents. C. Designer will initiate a Request for a Change Proposal (RCP) per Article 12 if the RFI indicates that a Contract Modification is required. D. Use the Project Issues Log to document decisions made at meetings and actions to be taken in accordance with Paragraph 20.06. E. Use the Action Item Log to document assignments for actions to be taken in accordance with Paragraph 20.06. 20.06 Decision and Action Item Log A. OAR will maintain a Project Decision Log to document key decisions made at meetings, telephone conversation or Site visits using the format provided: 1. Review the log prior to each regular meeting. 2. Report any discrepancies to the OAR for correction or discussion at the next monthly meeting. B. OAR will maintain an Action Item log in conjunction with the Project Decision Log to track assignments made at meetings, telephone conversation, or Site visits using the format provided: 1. Review the Action Item Log prior to each regular meeting. 2. Report actions taken subsequent to the previous progress meeting on items in the log assigned to the Contractor or through the Contractor to a Subcontractor or Supplier to the OAR. Report on status of progress 1 week prior to each progress meeting established in Paragraph 20.04 to allow OAR to update the log prior to the Progress meetings. 3. Be prepared to discuss the status at each meeting. General Conditions 007200-91 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Decisions or action items in the log that require a change in the Contract Documents will have the preparation of a Modification as an action item if appropriate. The Contract Documents can only be changed by a Modification. 20.07 Notification By Contractor A. Notify the OAR of: 1. Need for testing. 2. Intent to work outside regular working hours. 3. Request to shut down facilities or utilities. 4. Proposed utility connections. 5. Required observation by OAR, Designer, or inspection agencies prior to covering Work. 6. Training. B. Provide notification a minimum of 2 weeks in advance in order to allow OPT time to respond appropriately to the notification. C. Use "Notification by Contractor"form provided. 20.08 Record Documents A. Maintain at the Site one complete set of printed Record Documents including: 1. Drawings. 2. Specifications. 3. Addenda. 4. Modifications. 5. Record Data and approved Shop Drawings. 6. Construction photographs. 7. Test Reports. 8. Clarifications and other information provided in Request for Information responses. 9. Reference standards. B. Store printed Record Documents and Samples in the Contractor's field office. 1. Record Documents are to remain separate from documents used for construction. 2. Provide files and racks for the storage of Record Documents. 3. Provide a secure storage space for the storage of Samples. 4. Maintain Record Documents in clean, dry, legible conditions, and in good order. 5. Make Record Documents and Samples available at all times for inspection by the OPT. C. Maintain a digital record of Specifications and Addenda to identify products provided in PDF format. General Conditions 007200-92 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 1. Reference the Record Data number, Shop Drawings number, and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. D. Maintain a digital record of Drawings in PDF format. 1. Reference the Record Data number, Shop Drawings number, and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. 3. Record information as construction is being performed. Do not conceal any Work until the required information is recorded. 4. Mark Drawings to record actual construction, including the following: a. Depths of various elements of the foundation in relation to finished first floor datum or the top of walls. b. Horizontal and vertical locations of underground utilities and appurtenances constructed and existing utilities encountered during construction. C. Location of utilities and appurtenances concealed in the Work. Refer measurements to permanent structures on the surface. Include the following equipment: 1) Piping. 2) Ductwork. 3) Equipment and control devices requiring periodic maintenance or repair. 4) Valves, unions,traps, and tanks. 5) Services entrance. 6) Feeders. 7) Outlets. d. Changes of dimension and detail. e. Changes by Modifications. f. Information in Request for Information or included in the Project Issues Log. g. Details not on the original Drawings. Include field verified dimensions and clarifications, interpretations, and additional information issued in response to RFIs. 5. Mark Drawings with the following colors: a. Highlight references to other documents, including Modifications in blue; b. Highlight mark ups for new or revised Work(lines added) in yellow; C. Highlight items deleted or not installed (lines to be removed) in red; and d. Highlight items constructed per the Contract Documents in green. General Conditions 007200-93 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6. Submit Record Documents to Designer for review and acceptance 30 days prior to Final Completion of the Project. E. Applications for Payment will not be recommended for payment if Record Documents are found to be incomplete or not in order. Final payment will not be recommended without complete Record Documents. ARTICLE 21—QUALITY MANAGEMENT 21.01 Contractor's Responsibilities A. Review the OPT's Quality Management Program and prepare and submit the Contractor's Quality Control Plan. B. Implementthe Contractor's Quality Control Plan to control the quality of the Work and verify that the Work meets the standards of quality established in the Contract Documents. 1. Inspect products to be incorporated into the Project. Ensure that Suppliers have adequate quality control systems to ensure that products that comply with the Contract Documents are provided. 2. Integrate quality control measures into construction activities to produce Work which meets quality expectations of the Contract Documents. Inspect the Work of the Contractor, Subcontractors, and Suppliers. Correct Defective Work. 3. Provide and pay for the services of an approved professional materials testing laboratory acceptable to the OPT to provide testing that demonstrates that products proposed in Shop Drawings and Record Data for the Project fully comply with the Contract Documents. 4. Provide facilities, equipment, and Samples required for quality control inspections and tests: a. Give the OAR adequate notice before proceeding with Work that would interfere with inspections or testing; b. Notify the OAR and testing laboratories prior to the time that testing is required, providing adequate lead time to allow arrangements for inspections or testing to be made; C. Do not proceed with any Work that would impact the ability to correct defects or Work that would require subsequent removal to correct defects until testing services have been performed and results of tests indicate that the Work is acceptable; d. Cooperate fully with the performance of sampling, inspection, and testing; e. Provide personnel to assist with sampling or to assist in making inspections and field tests; f. Obtain and handle Samples for testing at the Site or at the production source of the product to be tested; g. Provide adequate quantities of representative products to be tested to the laboratory at the designated locations; General Conditions 007200-94 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 h. Provide facilities required to store and cure test Samples; i. Provide calibrated scales and measuring devices for the OPT's use in performing inspections and testing; j. Provide adequate lighting to allow OPT observations; and k. Make Contract Documents available to testing agencies when requested. 5. Provide safe access for all inspection and testing activities, including those to be conducted as part of the OPT's Quality Management Program. 6. Document Defective Work through Certified Test Reports and Defective Work Notices. Document that corrective actions have been taken to correct any defects and that corrected Work is in compliance with the Contract Documents. 7. Apply quality control measures to documentation provided for the Project. 8. Implement countermeasures to prevent future Defective Work. C. Perform tests as indicated in this and other Sections of the Specifications. Technical Specifications govern if any testing and inspection requirements of this Section conflict with the testing and inspection requirements of the technical Specifications. D. All verification testing is to be observed by the OAR or designated representative. E. Send test reports to the OAR and the Designer. F. Provide an update on quality control activities at monthly progress meetings. G. Owner will withhold payment for Defective Work, or Work that has not been tested or inspected in accordance with the Contractor's Quality Control Plan,the OPT's Quality Control Program, or the Contract Documents. H. Owner will withhold payment for additional testing fees incurred due to Contractor noncompliance with OPT's Quality Control Program, including retesting fees, standby time, cancellation charges, and trip fees for retesting or cancellations. I. Work performed that is connected or adjacent to Defective Work or Work that would have to be removed to correct Defective Work is also considered to be Defective. Contractor is responsible for all cost with replacing any acceptable Work that must be removed or might be damaged by corrective actions. 21.02 Quality Management Activities by OPT A. OPT will perform its own quality assurance tests independent of the Contractor's Quality Control Program. Assist the OPT and testing organizations in performing quality assurance activities per Paragraph 21.01. B. Quality assurance testing performed by the OPT will be paid for by the Owner, except for verification testing required per Paragraph 21.07. C. Quality assurance activities of the OPT, through their own forces or through contracts with consultants and materials testing laboratories are for the purpose of monitoring the results of the Contractor's Work to see that it is in compliance with the requirements of the Contract Documents. Quality assurance activities or non-performance of quality assurance activities by the OPT do not: General Conditions 007200-95 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 1. Relieve the Contractor of its responsibility to provide Work or furnish products that conform with the requirements of the Contract Documents; 2. Relieve the Contractor of its responsibility for providing adequate quality control measures; 3. Relieve the Contractor of its responsibility for damage to or loss of Work or products before OPT's acceptance; 4. Constitute or imply OPT's acceptance; and 5. Affect the continuing rights of the Owner after OPT's acceptance of the completed Work. D. Work is subject to OPT's quality assurance observations or testing at any time. Products which have been tested or inspected and approved by OPT at a supply source or staging area may be inspected or tested again by the OPT before, during or after incorporation into the Work and rejected if products do not comply with the Contract Documents. 21.03 Contractor's Use of OPT's Test Reports A. OPT has prepared a Quality Management Plan that describes, in general, the OPT's anticipated quality assurance testing program for this Project. This testing program will be made available to Bidders during the bidding phase. This plan outlines only the testing in general terms and may not reflect actual testing. Actual testing will depend on the Contractors means, methods and procedures of construction which will not be known until the Contractor begins Work and submits their own Quality Control Plan for review. There is no guarantee that all testing will be performed. B. Contractor will receive copies of all test reports documenting OPT's quality assurance activities. Contractor is entitled to rely on the accuracy of these test results and use these as part of their quality control efforts. C. Contractor is to determine additional testing or inspections that may be required to implement the Contractor's Quality Control Plan. Include cost for additional testing and inspections required to meet Contractors quality control obligations, including the cost for correcting Defective Work in the Contract Price. D. Contractor may submit a Change Proposal if OPT's quality assurance testing program deviates significantly from the OPT's Quality Management Plan, and Contractor can demonstrate that additional cost was incurred to implement the Contractor's Quality Control Plan resulting from these deviations. 21.04 Documentation A. Provide documentation which includes: 1. Contractor's Quality Management Plan that establishes the methods of assuring compliance with the Contract Documents. Submit this plan as a Shop Drawings per Article 25. 2. A Statement of Qualification for any proposed testing laboratories that includes a list of the engineers and technical staff that will provide testing services on the Project, descriptions of the qualifications of these individuals, list of tests that can be performed, General Conditions 007200-96 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 equipment used with date of last certification, and a list of recent projects for which testing has been performed with references for those projects. 3. Provide Certified Test Reports for products to be incorporated into the Project. Provide reports to indicate that proposed products comply with the Contract Documents or indicate that proposed products do not comply with the Contract Documents and why it does not comply. Submit these test reports as part of a Shop Drawings submitted per Article 25. 4. Provide Certified Test Reports for inspection and testing required in this Section and in other Specification Sections. Provide reports to indicate that Work complies with the Contract Documents or indicate that Work does not comply with the Contract Documents and why it does not comply. Submit these test reports on forms provided per Article 24. 21.05 Standards A. Provide testing laboratories that comply with the American Council of Independent Laboratories (ACIL) "Recommended Requirements for Independent Laboratory Qualifications." B. Perform testing per recognized test procedures as listed in the various Sections of the Specifications, standards of the State Department of Highways and Public Transportation, American Society of Testing Materials (ASTM), or other testing associations. Perform tests in accordance with published procedures for testing issued by these organizations. 21.06 Delivery and Storage A. Handle and protect test specimens of products and construction materials at the Site in accordance with recognized test procedures. Provide facilities for storing, curing, and processing test specimens as required by test standard to maintain the integrity of Samples. 21.07 Verification Testing for Corrected Defects A. Provide verification testing on Work performed to correct Defective Work to demonstrate that the Work is now in compliance with the Contract Documents. Document that Defective Work has been corrected and verify that the OAR closes the item in the Defective Work Register. B. Pay for verification testing. OPT may perform verification testing as part of their Quality Management Program and impose a Set-off to recover the cost for this testing. C. Conduct the same tests or inspections used to determine that the original Work was Defective. Different tests or methods may be used if approved by the OPT. 21.08 Test Reports A. Certified Test Reports are to be prepared for all tests. 1. Tests performed by testing laboratories may be submitted on their standard test report forms if acceptable to the OPT. These reports must include the following: a. Name of the Owner, Project title and number and Contractor; General Conditions 007200-97 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 b. Name of the laboratory, address, and telephone number; C. Name and signature of the laboratory personnel performing the test; d. Description of the product being sampled or tested; e. Date and time of sampling, inspection, and testing; f. Date the report was issued; g. Description of the test performed; h. Weather conditions and temperature at time of test or sampling; i. Location at the Site or structure where the sample was taken; j. Standard or test procedure used in making the test; k. A description of the results of the test; I. Statement of compliance or non-compliance with the Contract Documents; and m. Interpretations of test results, if appropriate. 2. Submit reports on tests performed by Contractor, Subcontractors or Suppliers on the forms provided by the OAR. 3. OPT will prepare test reports on test performed by the OPT. B. Send test report to Designer within 24 hours of completing the test. Flag tests reports with results that do not comply with Contract Documents for immediate attention. C. Payment for Work may be withheld until test reports indicate that the Work is not Defective. 21.09 Defective Work A. Immediately correct any Defective Work or notify the OAR why the Work is not to be corrected immediately and when corrective action will be completed. B. No payment will be made for Defective Work. Remove Work from the Application for Payment if Work paid for on a previous Application for Payment is found to be Defective. 21.10 Limitation of Authority of Testing Laboratory A. The testing laboratory representatives are limited to providing testing services and interpreting the results of the test performed. B. The testing laboratory is not authorized to: 1. Alter the requirements of the Contract Documents; 2. Accept or reject any portion of the Work; 3. Perform any of the duties of the Contractor; or 4. Direct or stop the Work. 21.11 Quality Control Plan A. Submit the Contractor's Quality Control Plan for approval as a Shop Drawing per Article 25. Use Contractor's Quality Control Plan Checklist provided to review the document before General Conditions 007200-98 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 submitting and include a copy of the completed checklist with the Contractor's Quality Control Plan. Do not begin Work until the Contractor's Quality Control Plan is approved. Submit an interim plan covering only the portion of Work to be performed if the Contractor plans to begin Work prior to submitting the Contractor's Quality Control Plan for the Project. Do not begin Work on other parts of the Project until the Contractor's Quality Control Plan is approved or another interim plan covering the additional Work to be started is approved. B. Provide a Contractor's Quality Control Plan that incorporates construction operations at both the Site and production Work at remote locations and includes Work by Subcontractors and Suppliers. The Contractor's Quality Control Plan is to include: 1. A description of the quality control organization, including an organization chart showing lines of authority to control the quality of Work; 2. Documentation describing name, qualifications (in resume format), duties, responsibilities, and level of authority of the Quality Control Manager; 3. The name, qualifications (in resume format), duties, responsibilities, and authorities of other persons assigned a quality control function; 4. Procedures for scheduling, reviewing, certifying, and managing documentation, including documentation provided by Subcontractors and Suppliers; 5. Control,verification, and acceptance testing procedures for each specific test. Include: a. Name of tests to be performed, b. Specification paragraph requiring test, C. Parameters of Work to be tested, d. Test frequency, e. Persons responsible for each test, and f. Applicable industry testing standards and laboratory facilities to be used for the test; 6. Integrate the OPT quality assurance testing into the Contractor's Quality Control Plan, specifically identifying the tests or inspections in Paragraph 21.11.13.5 that will be provided by the OPT as part of their Quality Management Program; 7. Procedures for tracking and documenting quality management efforts. 8. Procedures for tracking Defective Work from initial identification through acceptable corrective action. Indicate how documentation of the verification process for deficiencies will be made. 9. Reporting procedures which incorporate the use of forms provided by the OAR. 10. The name of the proposed testing laboratories along with documentation of qualifications per Paragraph 21.04. C. The Quality Control Manager must have authority to reject Defective Work and redirect the efforts of the Contractor's Team to prevent or correct Defective Work. D. Notify the Designer of any changes to the Contractor's Quality Control Plan or quality control personnel. General Conditions 007200-99 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. Meet with the OPT 7 days after Contractor's Quality Control Plan is submitted and before start of construction to discuss the Contractor's Quality Control Plan and expedite its approval. 21.12 Implement Contractor's Quality Control Plan A. Perform quality control observations and testing as required in each Section of the Specifications and where indicated on the Drawings. B. Include the following phases for each definable Work task. A definable Work task is one which is separate and distinct from other tasks, has separate control requirements, may be provided by different trades or disciplines, or may be Work by the same trade in a different environment. 1. Planning Phase: Perform the following before beginning each definable Work task: a. Review the Contract Drawings. b. Review documents and determine that they are complete in accordance with the Contract Documents. C. Check to assure that all materials and/or equipment have been tested, submitted, and approved. d. Examine the work area to assure that all required preliminary Work has been completed and complies with the Contract Documents. e. Examine required materials, equipment, and Sample Work to assure that they are on hand, conform to Shop Drawings and Record Data, and are properly stored. f. Review requirements for quality control inspection and testing. g. Discuss procedures for controlling quality of the Work. Document construction tolerances and workmanship standards for the Work task. h. Check that the portion of the plan for the Work to be performed incorporates document review comments. i. Discuss results of planning phase with the OAR. Conduct a meeting attended by the Quality Control Manager, the OAR, superintendent, other quality control personnel as applicable, and the foreman responsible for the Work task. Instruct applicable workers as to the acceptable level of workmanship required in order to meet the requirements of the Contract Documents. Document the results of the preparatory phase actions by separate meeting minutes prepared by the Quality Control Manager and attached to the quality control report. j. Do not move to the next phase unless results of investigations required for the planning phase indicate that requirements have been met. 2. Work Phase: Complete this phase after the Planning Phase: a. Notify the OAR at least 24 hours in advance of beginning the Work and discuss the review of the planning effort to indicate that requirements have been met. b. Check the Work to ensure that it is in full compliance with the Contract Documents. General Conditions 007200- 100 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Verify adequacy of controls to ensure full compliance with Contract Documents. Verify required control inspection and testing is performed. d. Verify that established levels of workmanship meet acceptable workmanship standards. Compare with required Sample panels as appropriate. e. Repeat the Work phase for each new crew to work on-site, or any time acceptable specified quality standards are not being met. 3. Follow-up Phase: Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements: a. Make checks daily and record observations in the quality control documentation. b. Conduct follow-up checks and correct all deficiencies prior to the start of additional Work tasks that may be affected by the Defective Work. Do not build upon nor conceal Defective Work. C. Conduct a review of the Work with the OPT one month prior to the expiration of the correction period. Correct defects as noted during the review. C. Conduct additional planning and Work phases if: 1. The quality of on-going Work is unacceptable; 2. Changes are made in applicable quality control staff, on-site production supervision or crews; 3. Work on a task is resumed after a substantial period of inactivity; or 4. Other quality problems develop. ARTICLE 22—FINAL RESOLUTION OF DISPUTES 22.01 Senior Level Negotiations A. Each party is required to continue to perform its obligations under the Contract pending the final resolution of any dispute arising out of or relating to the Contract, unless it would be impossible or impracticable under the circumstances then present. B. All negotiations pursuant to Article 22 are confidential and shall be treated as compromise and settlement negotiations for purposes of applicable rules of evidence. C. Before invoking mediation, Owner and Contractor agree that they first shall try to resolve any dispute arising out of or related to this Contract through discussions directly between those senior management representatives within their respective organizations who have overall managerial responsibility for similar projects. Both Owner and Contractor agree that this step shall be a condition precedent to use of any other alternative dispute resolution process. If the parties' senior management representatives cannot resolve the dispute within 45 calendar days after a party delivers a written notice of such dispute to the other, then the parties shall proceed with mediation. 22.02 Mediation A. In the event that Owner and/or Contractor contend that the other has committed a material breach of the Contract or the parties cannot reach a resolution of a claim or dispute pursuant General Conditions 007200- 101 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 to Article 13, as a condition precedent to filing a lawsuit, either party shall request mediation of the dispute with the following requirements: 1. The request for mediation shall be in writing and shall request that the mediation commence not less than 30 calendar days or more than 90 calendar days following the date of the request, except upon agreement of the parties. 2. In the event Owner and Contractor are unable to agree to a date for the mediation or to the identity of the mediator within 30 calendar days following the date of the request for mediation, all conditions precedent shall be deemed to have occurred. 3. Owner and Contractor are to each pay one-half of the mediator's fees and costs.Venue for any mediation or lawsuit filed under this Contract shall be in Nueces County,Texas. Any agreement reached in mediation shall be enforceable as a settlement in any court having jurisdiction thereof. 4. Nothing in this Contract shall be construed as consent to a lawsuit. No provision of the Contract shall waive any immunity or defense. ARTICLE 23—MINORITY/MBE/DBE PARTICIPATION POLICY 23.01 Policy A. It is the policy of the City of Corpus Christi that maximum opportunity is afforded minorities, women, low income persons and Minority/Disadvantaged Business Enterprises (M/DBE) to participate in the performance of contracts awarded by the City of Corpus Christi in support of Equal Employment Opportunity goals and objectives. In accordance with such policy, the City has established goals, as stated herein, both for minority and female participation by trade and for Minority Business Enterprise. 23.02 Definitions A. Prime Contractor: Any person, firm, partnership, corporation, association, or joint venture as herein provided which has been awarded a City contract. B. Subcontractor: Any named person, firm, partnership, corporation, association, or joint venture herein identified as providing work, labor, services, supplies, equipment, materials, or any combination of the foregoing under contract with a prime contractor on a City contract. C. Minority/Disadvantaged Business Enterprise: A business enterprise that is owned and controlled by one or more minority person(s) or socially and economically disadvantaged individual(s). Minority/Disadvantaged person(s) must collectively own, operate and/or actively manage, and share in payments from such an enterprise in the manner hereinafter set forth: 1. Owned: a. For a sole proprietorship to be deemed a minority business enterprise, it must be owned by a minority person. b. For an enterprise doing business as a partnership, at least 51 percent of the assets or interest in the partnership property must be owned by one or more minority person(s). General Conditions 007200- 102 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. For an enterprise doing business as a corporation, at least 51 percent of the assets or interest in the corporate shares must be owned by one or more minority person(s). 2. Controlled: a. The primary power, direct or indirect,to manage a business enterprise rests with a minority person(s). 3. Share in Payments: a. Minority partners, proprietors, or stockholders of the business enterprise must be entitled to receive 51 percent or more of the total profits, bonuses, dividends, interest payments, commissions, consulting fees, rents, procurement, and subcontract payments, and any other monetary distribution paid by the business enterprise. D. Minority: Minority persons include Blacks, Mexican-Americans and other persons of Hispanic origin, American Indians, Alaskan Natives, and Asians or Pacific Islanders. For the purposes of this policy, women are also considered as minorities. E. Socially and economically disadvantaged individual: Any individual who is a citizen (or lawfully admitted permanent resident) of the United States and who has been subjected to racial or ethnic prejudice or cultural bias within American society because of his or her identity as a member of a group and without regard to his or her individual qualities.The social disadvantage must stem from circumstances beyond the individual's control. F. Female Owned Business Enterprise: A sole proprietorship that is owned and controlled by a woman,a partnership at least 51 percent of whose assets or partnership interests are owned by one or more women, or a corporation at least 51 percent of whose assets or interests in the corporate shares are owned by one or more women. G. Joint Venture: A joint venture means an association of two or more persons, partnerships, corporations, or any combination thereof, founded to carry on a single business activity which is limited in scope and direction. The degree to which a joint venture may satisfy the stated MBE goal cannot exceed the proportionate interest of the MBE as a member of the joint venture in the Work to be performed by the joint venture. For example, a joint venture which is to perform 50 percent of the Work itself and in which a minority joint venture partner has a 50 percent interest, shall be deemed equivalent to having minority participation in 25 percent of the Work. Minority members of the joint venture must have financial, managerial, or technical skills in the Work to be performed by the joint venture. 23.03 Goals A. The goals for participation by minorities and Minority Business Enterprises expressed in percentage terms for the Contractor's aggregate work force on all construction Work for the Contract award shall be 1. Minority participation goal is 45%. 2. Minority Business Enterprise participation goal is 15%. B. These goals are applicable to all the construction work (regardless of federal participation) performed in the Contract, including approved Change Orders. The hours of minority General Conditions 007200- 103 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 employment must be substantially uniform throughout the length of the Contract and in each trade. The transfer of minority employees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's percentage is prohibited. 23.04 Compliance A. Upon completion of the Project, a final breakdown of MBE participation, substantiated by copies of paid invoices, shall be submitted by the Contractor to the City Engineer. B. Make bi-weekly payroll submittals to the City Engineer. The Contractor is to indicate the percent of minority and female participation, by trade, which has been utilized on the Project. Along with the request for final payment on the Project,the Contractor will indicate, in writing, the overall participation in these areas which have been achieved. The City Engineer may withhold monthly or final payments to the Contractor for failure to submit bi- weekly payrolls in a timely fashion or to submit overall participation information as required. ARTICLE 24—DOCUMENT MANAGEMENT 24.01 Work Included A. Submit documentation as required by the Contract Documents and as reasonably requested by the OPT. 24.02 Quality Assurance A. Submit legible, accurate, complete documents presented in a clear, easily understood manner. Documents not meeting these criteria will be returned without review. 24.03 Contractor's Responsibilities A. Review documents prior to submitting. Make certifications as required by the Contract Documents and as indicated on forms provided. B. Provide a Schedule of Documents to list the documents that are to be submitted, the dates on which documents are to be sent to the Designer for review, and proposed dates that documents must be returned to comply with the Project schedule. Use the form provided for this list. C. Incorporate the dates for processing documents into the Progress Schedule required by Article 27. 1. Provide documents in accordance with the schedule so construction of the Project is not delayed. 2. Allow a reasonable time for the review of documents when preparing the Progress Schedule. Assume a 14 day review cycle for each document unless a longer period of time is indicated in the Contract Documents or agreed to by Designer and Contractor. 3. Schedule submittal of documents to provide all information for interrelated Work at one time. 4. Allow adequate time for processing documents so construction of the Project is not delayed. General Conditions 007200- 104 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 24.04 Document Submittal A. Submit documents through the Designer. Send all documents in digital format for processing. 1. Provide all information requested with a completed Document Transmittal form. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided. 2. The Document Transmittal form is to be the first page in the document submitted. 3. Submit all documents in Portable Document Format (PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. C. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the document. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. g. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. 24.05 Document Numbering A. Assign a number to the documents originated to allow tracking of the documents during the review process. 1. Assign the number consisting of a prefix, a sequence number, and a letter suffix. Prefixes shall be as follows: Prefix Description Originator AP Application for Payment Contractor CO Change Order OAR CP Change Proposal Contractor CTR Certified Test Report Contractor FO Field Order OAR NBC Notification by Contractor Contractor PD Photographic Documentation Contractor General Conditions 007200- 105 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Prefix Description Originator RCP Request for a Change Proposal OAR RD Record Data Contractor RFI Request for Information Contractor SD Shop Drawing Contractor SCH Schedule of Progress Contractor 2. Issue sequence numbers in chronological order for each type of document. 3. Issue numbers for resubmittals that have the same number as the original document followed by an alphabetical suffix indicating the number of times the same document has been sent to the Designer for processing. For example: SD 025 A represents Shop Drawing number 25 and the letter "A" designates that this is the second time this document has been sent for review. 4. Clearly note the document number on each page or sheet of the document. 5. Correct assignment of numbers is essential since different document types are processed in different ways. B. Include reference to the Drawing number and/or Specification Section, detail designation, schedule, or location that corresponds with the data on the document transmittal forms. Other identification may also be required, such as layout drawings or schedules to allow the reviewer to determine where a particular product is to be used. 24.06 Document Requirements A. Furnish documents as indicated below or in individual Specification Sections. Submit documents per the procedures described in the Contract Documents. B. Submit documents per the Specification Section shown in the following table: Document Type Section Application for Payment Article 17 Change Proposal Article 12 Article 25 for approval of product Certified Test Report Article 21 to demonstrate compliance Notification by Contractor Article 20 Photographic Documentation Article 28 Progress Schedules Article 27 Record Data Article 26 Request for Information Article 20 Shop Drawing Article 25 Schedule of Values Article 17 Substitutions Article 12 General Conditions 007200- 106 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Document Type Section Suppliers and Subcontractors Articles 20 and 26 ARTICLE 25—SHOP DRAWINGS 25.01 Work Included A. Shop Drawings are required for those products that cannot adequately be described in the Contract Documents to allow fabrication, erection, or installation of the product without additional detailed information from the Supplier. B. Submit Shop Drawings as required by the Contract Documents and as reasonably requested by the OPT to: 1. Record the products incorporated into the Project for the Owner; 2. Provide detailed information for the products proposed for the Project regarding their fabrication, installation, commissioning, and testing; and 3. Allow the Designer to advise the Owner if products proposed for the Project by the Contractor conform, in general, to the design concepts of the Contract Documents. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Shop Drawings, Samples, or mockups. Contract modifications can only be approved by Change Order or Field Order. 25.02 Quality Assurance A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Shop Drawings not meeting these criteria will be rejected. B. Demonstrate that the proposed products are in full and complete compliance with the design criteria and requirements of the Contract Documents or will be if deviations requested per Paragraph 25.10 are approved. C. Furnish and install products that fully comply with the information included in the document submittal. 25.03 Contractor's Responsibilities A. Provide Shop Drawings as required by Paragraph 25.03 of the Supplementary Conditions. B. Include Shop Drawings in the Schedule of Documents required by Article 24 to indicate the Shop Drawings to be submitted,the dates on which documents are to be sent to the Designer for review and proposed dates that the product will be incorporated into the Project. C. Incorporate the dates for processing Shop Drawings into the Progress Schedule required by Article 27. 1. Submit Shop Drawings in accordance with the schedule so construction of the Project is not delayed. 2. Allow a reasonable time for the review of Shop Drawings when preparing the Progress Schedule. Include time for making revisions to the Shop Drawings and resubmitting the Shop Drawing for a least a second review. Assume a 14-day review cycle for each time General Conditions 007200- 107 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 a Shop Drawing is submitted for review unless a longer period of time is indicated in the Contract Documents. 3. Schedule document submittals to provide all information for interrelated Work at one time. 4. Allow adequate time for ordering, fabricating, delivering, and installing product so construction of the Project is not delayed. D. Complete the following before submitting a Shop Drawing or Sample: 1. Prepare Shop Drawing Review and coordinate the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials,catalog numbers,and similar information with respect to Shop Drawings and Samples; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. E. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Shop Drawings; 2. Location of existing structures, utilities, and equipment related to the Shop Drawing have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Shop Drawings are complete for their intended purpose; and 5. Conflicts between the Shop Drawings related to the various Subcontractors and Suppliers have been resolved. F. Review Shop Drawings prior to submitting to the Designer. Certify that all Shop Drawings have been reviewed by the Contractor and are in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Shop Drawings except for deviations specifically brought to the Designer's attention on an attached Shop Drawing Deviation Request form in accordance with Paragraph 25.09. G. Fabrication or installation of any products prior to the approval of Shop Drawings is done at the Contractor's risk. Defective products may be rejected at the Owner's option. H. Payment will not be made for products for which Shop Drawings or Samples are required until these are approved by the Designer. General Conditions 007200- 108 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 25.04 Shop Drawing Requirements A. Provide adequate information in Shop Drawings and Samples so Designer can: 1. Assist the Owner in selecting colors, textures, or other aesthetic features. 2. Compare the proposed features of the product with the specified features and advise Owner that the product does, in general, conform to the Contract Documents. 3. Compare the performance features of the proposed product with those specified and advise the Owner that the product does, in general,conform to the performance criteria specified in the Contract Documents. 4. Review required certifications, guarantees, warranties, and service agreements for compliance with the Contract Documents. B. Include a complete description of the product to be furnished, including: 1. Type, dimensions, size, arrangement, and operational characteristics of the product; 2. Weights,gauges, materials of construction,external connections,anchors,and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt, or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. C. Submit Shop Drawings that require coordination with other Shop Drawings at the same time. Shop Drawings requiring coordination with other Shop Drawings will be rejected until a complete package is submitted. 25.05 Special Certifications and Reports A. Provide all required certifications with the Shop Drawings as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Shop Drawing. Field tests may be performed by the Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Shop Drawing. 2. Certification of Local Field Service (CLS): A certified letter stating that field service is available from a factory or supplier approved service organization located within a 300 mile radius of the Site. List names, addresses, and telephone numbers of approved service organizations on or attach it to the certificate. 3. Certification of Adequacy of Design (CAD): A certified letter from the manufacturer of the equipment stating that they have designed the equipment to be structurally stable General Conditions 007200- 109 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 and to withstand all imposed loads without deformation, failure, or adverse effects to the performance and operational requirements of the unit. The letter shall state that mechanical and electrical equipment is adequately sized to be fully operational for the conditions specified or normally encountered by the product's intended use. 25.06 Warranties and Guarantees A. Provide all required warranties, guarantees, and related documents with the Shop Drawing. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1-year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required by Specification Sections. C. Provide a copy of all warranties in a separate document in accordance with Article 29. 25.07 Shop Drawing Submittal Procedures A. Submit Shop Drawings through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Shop Drawing submittal form. Do not leave any blanks incomplete. If information is not applicable,enter NA in the space provided. The Shop Drawing submittal form is to be the first document in the file submitted. 2. Submit all documents in Portable Document Format(PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. C. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the Shop Drawing. Submit Samples and color charts per Paragraph 25.08.A. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. g. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. General Conditions 007200- 110 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. Submit each specific product or class of material separately so these can be tracked and processed independently. Do not submit Shop Drawings for more than one product in the same Shop Drawing. 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Shop Drawings. a. Use terms and symbols in Shop Drawings consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Shop Drawings. C. Provide a legend for symbols used on Shop Drawings. 6. Mark Shop Drawings to reference: a. Related Specification Sections, b. Drawing number and detail designation, C. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Use the following conventions to markup Shop Drawings for review: 1. Make comments and corrections in the color blue. Add explanatory comments to the markup. 2. Highlight items in black that are not being furnished when the Supplier's standard drawings or information sheets are provided so that only the products to be provided are in their original color. 3. Make comments in the color yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. 4. Make comments in the color orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Include explanatory comments in the Shop Drawing Deviation Request form. 5. Mark dimensions with the prefix FD to indicate field verified dimensions on the Shop Drawings. C. Submit a Change Proposal per Article 12 to request modifications to the Contract Documents, including those for approval of"or equal"products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. D. Designate a Shop Drawing as requiring priority treatment in the comment section of the Shop Drawing submittal form to place the review of the Shop Drawing ahead of other Shop Drawings previously delivered. Shop Drawings are typically reviewed in the order received, unless Contractor requests that a different priority be assigned. Priority Shop Drawings will General Conditions 007200- 111 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 be reviewed before other Shop Drawings for this Project already received but not yet reviewed. Use of this priority designation for Shop Drawings may delay the review of Shop Drawings previously submitted, pushing the processing of Shop Drawings beyond the 14-day target. Contractor is responsible for delays resulting from the use of the priority designation status on Shop Drawings. E. Complete the certification required by Paragraph 25.03. 25.08 Sample and Mockup Submittal Procedures A. Submit color charts and Samples for every product requiring color, texture, or finish selection. 1. Submit color charts and Samples only after Shop Drawings for the products have been approved. 2. Deliver all color charts and Samples at one time. 3. Provide Samples of adequate size to clearly illustrate the functional characteristics of the product, with integrally related parts and attachment devices. 4. Indicate the full range of color, texture, and patterns. 5. Deliver color charts and Samples to the field office and store for the duration of the Project 6. Notify the Designer that color charts and Samples have been delivered for approval using the Notification by Contractor form. 7. Submit color charts and Samples not less than 30 days prior to when these products are to be ordered or released for fabrication to comply with the Project schedule. 8. Remove Samples that have been rejected. Submit new Samples following the same process as for the initial Sample until Samples are approved. 9. Dispose of Samples when related Work has been completed and approved and disposal is approved by the Designer. At Owner's option, Samples will become the property of the Owner. B. Construct mockups for comparison with the Work being performed. 1. Construct mockups from the actual products to be used in construction per detailed Specification Sections. 2. Construct mockups of the size and in the area indicated in the Contract Documents. 3. Construct mockups complete with texture and finish to represent the finished product. 4. Notify the Designer that mockups have been constructed and are ready for approval using the Notification by Contractor form. Allow 2 weeks for OPT to approve of the mockup before beginning the Work represented by the mockup. 5. Remove mockups that have been rejected. Construct new mockups following the same process as for the initial mockup until mockup is approved. 6. Protect mockups until Work has been completed and accepted by the OPT. General Conditions 007200- 112 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 7. Dispose of mockups when related Work has been completed and disposal is approved by the Designer. 25.09 Equal Non Specified Products A. Contractor may submit other manufacturers' products that are in full compliance with the Specification where Specifications list one or more manufacturers followed by the phase "or equal" or"or approved equal." 1. Submit a Shop Drawing as required by this article to document that the proposed product is equal or superior to the specified product. 2. Prove that the product is equal. It is not the OPT's responsibility to prove the product is not equal. a. Indicate on a point by point basis for each specified feature that the product is equal to the Contract Document requirements. b. Make a direct comparison with the specified manufacturer's published data sheets and available information. Provide this printed material with the Shop Drawing. C. The decision of the Designer regarding the acceptability of the proposed product is final. 3. Provide a typewritten certification that, in furnishing the proposed product as an equal, the Contractor: a. Has thoroughly examined the proposed product and has determined that it is equal or superior in all respects to the product specified. b. Has determined that the product will perform in the same manner and result in the same process as the specified product. C. Will provide the same warranties and/or bonds as for the product specified. d. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the product into the construction and will waive all claims for additional Work which may be necessary to incorporate the product into the Project which may subsequently become apparent. e. Will maintain the same time schedule as for the specified product. 25.10 Requests for Deviation A. Submit requests for deviation from the Contract Documents for any product that does not fully comply with the Contract Documents. B. Submit requests for deviation using the Shop Drawing Deviation Request form provided. Identify each deviation request as a separate item. Include all requested deviations that must be approved as a group together and identify them as a single item. C. Include a description of why the deviation is required and the impact on Contract Price or Contract Times. Include the amount of any cost savings to the Owner for deviations that result in a reduction in cost. D. Submit as a Change Proposal prior to submitting the Shop Drawing if the deviation will result in a change in Contract Price or Contract Times. General Conditions 007200- 113 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. A Modification must be issued by the Designer for approval of a deviation. Approval of a requested Shop Drawing deviation by the Designer on the Shop Drawings Deviation Request form indicates approval of the requested deviation only on its technical merits as generally conforming to the Contract Documents. Deviations from the Contract Documents can only be approved by a Modification. 25.11 Designer Responsibilities A. Shop Drawings will be received by the Designer. Designer will log the documents and review per this Article for general conformance with the Contract Documents. 1. Designer's review and approval will be only to determine if the products described in the Shop Drawing or Sample will, after installation or incorporation into the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Designer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. 3. Designer's review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. B. Comments will be made on items called to the attention of the Designer for review and comment. Any marks made by the Designer do not constitute a blanket review of the document submittal or relieve the Contractor from responsibility for errors or deviations from the Contract requirements. 1. Designer will respond to Contractor's markups by either making markups directly in the Shop Drawings file using the color green or by attaching a Document Review Comments form with review comments. 2. Shop Drawings that are reviewed will be returned with one or more of the following status designations: a. Approved: Shop Drawing is found to be acceptable as submitted. b. Approved as Noted: Shop Drawing is Approved so long as corrections or notations made by Designer are incorporated into the Show Drawing. C. Not Approved: Shop Drawing or products described are not acceptable. 3. Shop Drawing will also be designated for one of the following actions: a. Final distribution: Shop Drawing is acceptable without further action and has been filed as a record document. b. Shop Drawing not required: A Shop Drawing was not required by the Contract Documents. Resubmit the document per Article 26. C. Cancelled: This action indicates that for some reason, the Shop Drawing is to be removed from consideration and all efforts regarding the processing of that document are to cease. General Conditions 007200- 114 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 d. Revise and resubmit: Shop Drawing has deviations from the Contract Documents, significant errors, or is inadequate and must be revised and resubmitted for subsequent review. e. Resubmit with corrections made: Shop Drawing is "Approved as Noted," but has significant markups. Make correction and notations to provide a revised document with markup incorporated into the original document so that no markups are required. f. Returned without review due to excessive deficiencies: Document does not meet the requirement of the Specifications for presentation or content to the point where continuing to review the document would be counterproductive to the review process or clearly does not meet the requirements of the Contract Documents. Revise the Shop Drawing to comply with the requirements of this Section and resubmit. g. Actions a through c will close out the Shop Drawing review process and no further action is required as a Shop Drawing. Actions d through f require follow up action to close out the review process. 4. Drawings with a significant or substantial number of markings by the Contractor may be marked "Approved as Noted" and "Resubmit with corrections made." These drawings are to be revised to provide a clean record of the Shop Drawing. Proceed with ordering products as the documents are revised. 5. Dimensions or other data that does not appear to conform to the Contract Documents will be marked as "At Variance With" (AVW) the Contract Documents or other information provided. The Contractor is to make revisions as appropriate to comply with the Contract Documents. C. Bring deviations to the Shop Drawings to the attention of the Designer for approval by using the Shop Drawing Deviation Request form. Use a single line for each requested deviation so the Status and Action for each deviation can be determined for that requested deviation. If approval or rejection of a requested deviation will impact other requested deviations, then all related deviations should be included in that requested deviation line so the status and action can be determined on the requested deviation as a whole. D. Requested deviations will be reviewed as possible Modification to the Contract Documents. 1. A Requested deviation will be rejected as "Not Approved" if the requested deviation is unacceptable. Contractor is to revise and resubmit the Shop Drawing with corrections for approval. 2. A Field Order will be issued by the Designer for deviations approved by the Designer if the requested deviation is acceptable and if the requested deviation will not result in a change in Contract Price or Contract Times. Requested deviations from the Contract Documents may only be approved by Field Order. 3. A requested deviation will be rejected if the requested deviation is acceptable but the requested deviation will or should result in a change in Contract Price or Contract Times. Submit any requested deviation that requires a change in Contract Price or Contract Times as a Change Proposal for approval prior to resubmitting the Shop Drawing. General Conditions 007200- 115 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. Contractor is to resubmit the Shop Drawing until it is acceptable and marked Approved or Approved as Noted and is assigned an action per Paragraph 25.11 that indicates that the Shop Drawing process is closed. F. Information that is submitted as a Shop Drawings that should be submitted as Record Data or other type of document, or is not required may be returned without review, or may be deleted. No further action is required and the Shop Drawing process for this document will be closed. 25.12 Resubmission Requirements A. Make all corrections or changes in the documents required by the Designer and resubmit to the Designer until approved. 1. Revise initial drawings or data and resubmit as specified for the original document. 2. Highlight or cloud in green those revisions which have been made in response to the previous reviews by the Designer. This will include changes previously highlighted or clouded in yellow to direct attention to Designer to items requiring selections or decisions by the Designer or highlighted or clouded in orange for a requested deviation from the Contract Documents. 3. Highlight and cloud new items in yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. 4. Highlight and cloud new items in orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Numbering for these new items is to start with the next number following the last Shop Drawing deviation requested. Include explanatory comments in the Shop Drawing Deviation Request form. B. Pay for excessive review of Shop Drawings. 1. Excessive review of Shop Drawings is defined as any review required after the original review has been made and the first resubmittal has been checked to see that corrections have been made. 2. Review of Shop Drawings or Samples will be an additional service requiring payment by the Contractor if the Contractor submits a substitution for a product for which a Shop Drawing or Sample has previously been approved, unless the need for such change is beyond the control of Contractor. 3. Cost for additional review time will be billed to the Owner by the Designer for the actual hours required for the review of Shop Drawings by Designer and in accordance with the rates listed in SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. 4. A Set-off will be included in each Application for Payment to pay costs for the additional review to the Owner on a monthly basis. The Set-off will be based on invoices submitted to Owner for these services. General Conditions 007200- 116 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 5. Need for more than one resubmission or any other delay of obtaining Designer's review of Shop Drawings will not entitle the Contractor to an adjustment in Contract Price or an extension of Contract Times. ARTICLE 26—RECORD DATA 26.01 Work Included A. Submit Record Data as required by the Contract Documents and as reasonably requested by the OPT. Provide Record Data for all products unless a Shop Drawing is required for the same item. B. Submit Record Data to provide documents that allow the Owner to: 1. Record the products incorporated into the Project for the Owner; 2. Review detailed information about the products regarding their fabrication, installation, commissioning, and testing; and 3. Provide replacement or repair of the products at some future date. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the receipt or cursory review of Record Data. Contract modifications can only be approved by Change Order or Field Order. D. Provide various reports or other documents that Contract Documents require for record purposes. 26.02 Quality Assurance A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Record Data not meeting these criteria will be rejected. 26.03 Contractor's Responsibilities A. Submit Record Data in accordance with SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. B. Include Record Data in the Schedule of Documents required by Article 24 to indicate the Record Data to be submitted, the dates on which documents are to be sent to the Designer for review, and proposed dates that the product will be incorporated into the Project. C. Complete the following before submitting Record Data: 1. Prepare Record Data and coordinate with Shop Drawings or Samples, other Record Data, and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. General Conditions 007200- 117 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 D. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Record Data; 2. Location of existing structures, utilities, and equipment related to the Record Data have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Record Data are complete for their intended purpose; and 5. Conflicts between the Record Data related to the various Subcontractors and Suppliers have been resolved. E. Review Record Data prior to submitting to the Designer. Certify that all Record Data has been reviewed by the Contractor and is in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Record Data. 26.04 Record Data Requirements A. Include a complete description of the material or equipment to be furnished, including: 1. Type,dimensions,size,arrangement, model number,and operational parameters of the components; 2. Weights,gauges, materials of construction,external connections,anchors,and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. 26.05 Special Certifications and Reports A. Provide all required certifications with the Record Data as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Record Data. Field tests may be performed by the Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Record Data. General Conditions 007200- 118 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 26.06 Warranties and Guarantees A. Provide all required warranties, guarantees, and related documents with the Record Data. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1 year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required. C. Provide a copy of all warranties in a separate document in accordance with Article 29. 26.07 Record Data Submittal Procedures A. Submit Record Data through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Record Data submittal form. Do not leave any blanks incomplete. If information is not applicable,enter NA in the space provided. The Record Data submittal form is to be the first document in the file. 2. Submit all documents in Portable Document Format (PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. C. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the Record Data. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. g. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. 3. Submit each specific product, class of material, or product separately so these can be tracked and processed independently. Do not submit Record Data for more than one system in the same Record Data. 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Record Data. General Conditions 007200- 119 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 a. Use terms and symbols in Record Data consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Record Data. C. Provide a legend for symbols used on Record Data. 6. Mark Record Data to reference: a. Related Specification Sections, b. Drawing number and detail designation, C. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Submit a Change Proposal per Article 12 to request modifications to the Contract Documents, including those for approval of"or equal"products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. Deviations from the Contract Documents can only be approved by a Modification. C. Complete the certification required by Paragraph 26.03. 26.08 Designer's Responsibilities A. Record Data will be received by the Designer, logged, and provided to Owner as the Project record. 1. Record Data may be reviewed to see that the information provided is adequate for the purpose intended. Record Data not meeting the requirements of Paragraph 26.02 may be rejected as unacceptable. 2. Record Data is not reviewed for compliance with the Contract Documents. Comments may be returned if deviations from the Contract Documents are noted during the cursory review performed to see that the information is adequate. 3. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Record Data. Contract modifications can only be approved by a Modification. B. Designer may take the following action in processing Record Data: 1. File Record Data as received if the cursory review indicates that the document meets the requirements of Paragraph 26.02. Document will be given the status of "Filed as Received" and no further action is required on that Record Data. 2. Reject the Record Data for one of the following reasons: a. The document submittal requirements of the Contract Documents indicate that the document submitted as Record Data should have been submitted as a Shop Drawing. The Record Data will be marked "Rejected" and "Submit Shop Drawing." No further action is required on this document as Record Data and the Record Data process will be closed. Resubmit the document as a Shop Drawing per Article 25. General Conditions 007200- 120 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 b. The cursory review indicates that the document does not meet the requirements of Paragraph 26.02. The Record Data will be marked "Rejected" and "Revise and Resubmit." Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." When Record Data is filed, no further action is required, and the Record Data process will be closed. C. The Record Data is not required by the Contract Documents nor is the Record Data applicable to the Project. The Record Data will be marked "Rejected" and "Cancel - Not Required." No further action is required, and the Record Data process will be closed. C. Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." ARTICLE 27—CONSTRUCTION PROGRESS SCHEDULE 27.01 Requirements A. Prepare and submit a Progress Schedule for the Work and update the schedule on a monthly basis for the duration of the Project. B. Provide schedule in adequate detail to allow Owner to monitor progress and to relate document processing to sequential activities of the Work. C. Incorporate and specifically designate the dates of anticipated submission of documents and the dates when documents must be returned to the Contractor into the schedule. D. Assume complete responsibility for maintaining the progress of the Work per the schedule submitted. E. Schedule Work based upon a six day work week. 27.02 Document Submittal A. Submit Progress Schedules in accordance with Article 24. B. Submit a preliminary schedule within 10 days after the Notice of Award. The schedule is to be available at the pre-construction conference. C. Submit a detailed schedule at least 10 days prior to the first payment request. D. Submit Progress Schedule updates monthly with Applications for Payment to indicate the progress made on the Project to that date. Failure to submit the schedule may cause delay in the review and approval of Applications for Payment. 27.03 Schedule Requirements A. Schedule is to be in adequate detail to: 1. Assure adequate planning, scheduling, and reporting during the execution of the Work; 2. Assure the coordination of the Work of the Contractor and the various Subcontractors and Suppliers; 3. Assist in monitoring the progress of the Work; and General Conditions 007200- 121 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. Assist in evaluating proposed changes to the Contract Times and Project schedule. B. Provide personnel with 5 years' minimum experience in scheduling construction work comparable to this Project. Prepare the schedule using acceptable scheduling software. C. Provide the schedule in the form of a computer generated critical path schedule which includes Work to be performed on the Project. It is intended that the schedule accomplish the following: 1. Give early warning of delays in time for correction. 2. Provide detailed plans for the execution of the Work in the form of future activities and events in sequential relationships. 3. Establish relationships of significant planned Work activities and provide a logical sequence for planned Work activities. 4. Provide continuous current status information. 5. Allow analysis of the Contractor's program for the completion of the Project. 6. Permit schedules to be revised when the existing schedule is not achievable. 7. Log the progress of the Work as it actually occurs. D. Prepare a time scaled CPM arrow or precedence diagram to indicate each activity and its start and stop dates. 1. Develop Milestone dates and Project completion dates to conform to time constraints, sequencing requirements and Contract completion date. 2. Use calendar day durations while accounting for holidays and weather conditions in the projection of the duration of each activity. 3. Clearly indicate the critical path for Work to complete the Project. E. Provide a time scaled horizontal bar chart which indicates graphically the Work scheduled at any time during the Project. The chart is to indicate: 1. Complete sequence of construction by activity; 2. Identification of the activity by structure, location, and type of Work; 3. Chronological order of the start of each item of Work; 4. The activity start and stop dates; 5. The activity duration; 6. Successor and predecessor relationships for each activity; 7. A clearly indicated single critical path; and 8. Projected percentage of completion, based on dollar value of the Work included in each activity as of the first day of each month. F. Provide a schedule incorporating the Schedule of Documents provided in accordance with Article 24 indicating: 1. Specific date each document is to be delivered to the Designer. 2. Specific date each document must be received in order to meet the proposed schedule. General Conditions 007200- 122 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. Allow a reasonable time to review documents, taking into consideration the size and complexity of the document, other documents being processed, and other factors that may affect review time. 4. Allow time for re-submission of each document. Contractor is responsible for delays associated with additional time required to review incomplete or erroneous documents and for time lost when documents are submitted for products that do not meet Specification requirements. 27.04 Schedule Revisions A. Revise the schedule if it appears that the schedule no longer represents the actual progress of the Work. 1. Submit a written report if the schedule indicates that the Project is more than 30 days behind schedule. The report is to include: a. Number of days behind schedule; b. Narrative description of the steps to be taken to bring the Project back on schedule; and C. Anticipated time required to bring the Project back on schedule. 2. Submit a revised schedule indicating the action that the Contractor proposes to take to bring the Project back on schedule. B. Revise the schedule to indicate any adjustments in Contract Times approved by Modification. 1. Include a revised schedule with Change Proposals if a change in Contract Times is requested. 2. OPT will deem any Change Proposal that does not have a revised schedule and request for a change in Contract Times as having no impact on the ability of the Contractor to complete the Project within the Contract Times. C. Updating the Project schedule to reflect actual progress is not considered a revision to the Project schedule. D. Applications for Payment may not be recommended for payment without a revised schedule and if required, the report indicating the Contractor's plan for bringing the Project back on schedule. 27.05 Float Time A. Define float time as the amount of time between the earliest start date and the latest start date of a chain of activities on the construction schedule. B. Float time is not for the exclusive use or benefit of either the Contractor or Owner. C. Where several subsystems each have a critical path, the subsystem with the longest time of completion is the critical path and float time is to be assigned to other subsystems. D. Contract Times cannot be changed by the submission of a schedule. Contract Times can only be modified by a Change Order or Contract Amendment. General Conditions 007200- 123 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. Schedule completion date must be the same as the Contract completion date. Time between the end of construction and the Contract completion date is float time. ARTICLE 28—VIDEO AND PHOTOGRAPHIC DOCUMENTATION 28.01 Work Included A. Provide a video recording of the Site prior to the beginning of construction. 1. Record the condition of all existing facilities in or abutting the construction area (right- of-way)including but not limited to streets,curb and gutter, utilities,driveways,fencing, landscaping, etc. 2. Record after construction staking is complete but prior to any clearing. 3. Provide one copy of the recording, dated and labeled to the OAR before the start of construction. Provide additional recording as directed by the OAR if the recording provided is not considered suitable for the purpose of recording pre-existing conditions. B. Furnish an adequate number of photographs of the Site to clearly depict the completed Project. 1. Provide a minimum of ten different views. 2. Photograph a panoramic view of the entire Site. 3. Photograph all significant areas of completed construction. 4. Completion photographs are not to be taken until all construction trailers, excess materials, trash, and debris have been removed. 5. Employ a professional photographer approved by the OAR to photograph the Project. 6. Provide one aerial photograph of the Site from an angle and height to include the entire Site while providing adequate detail. C. All photographs, video recordings, and a digital copy of this media are to become the property of the Owner. Photographs or recordings may not be used for publication, or public or private display without the written consent of the Owner. 28.02 Quality Assurance A. Provide clear photographs and recordings taken with proper exposure. View photographs and recordings in the field and take new photographs or recordings immediately if photos of an adequate print quality cannot be produced or video quality is not adequate. Provide photographs with adequate quality and resolution to permit enlargements. 28.03 Document Submittal A. Submit photographic documentation as Record Data in accordance with Article 24. B. Submit two DVDs of the video recording as Record Data in accordance with Article 24. General Conditions 007200- 124 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 28.04 Photographs A. Provide photographs in digital format with a minimum resolution of 1280 x 960, accomplished without a digital zoom. B. Take photographs at locations acceptable to the OAR. C. Provide two color prints of each photograph and a digital copy on a DVD of each photograph taken. D. Identify each print on back with: 1. Project name. 2. Date,time, location, and orientation of the exposure. 3. Description of the subject of photograph. E. Submit photographs in clear plastic sheets designed for photographs. Place only one photograph in each sheet to allow the description on the back to be read without removing the photograph. F. Final photographs are to include two 8-by-10-inch glossy color prints for each of ten photographs selected by the OAR. These photographs are in addition to normal prints. 28.05 Video Recording A. Provide digital format on DVD that can be played with Windows Media Player in common format in full screen mode. B. Identify Project on video by audio or visual means. C. Video file size should not exceed 400 MB. D. Video resolution shall be 1080p. E. The quality of the video must be sufficient to determine the existing conditions of the construction area. Camera panning must be performed while at rest, do not pan the camera while walking or driving. Camera pans should be performed at intervals sufficient to clearly view the entire construction area. F. DVD shall be labeled with construction stationing and stationing should be called out, voice recorded, in the video. G. The entire construction area recording shall be submitted at once. Sections submitted separately will not be accepted. H. Pipeline projects should be recorded linearly from beginning to end. ARTICLE 29—EXECUTION AND CLOSEOUT 29.01 Substantial Completion A. Notify the OAR that the Work or a designated portion of the Work is substantially complete per the General Conditions. Include a list of the items remaining to be completed or corrected before the Project will be considered to be complete. General Conditions 007200- 125 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. OPT will visit the Site to observe the Work within 30 days after notification is received to determine the status of the Project. C. OAR will notify the Contractor, within 120 days after notification, that the Work is either substantially complete or that additional Work must be performed before the Project will be considered substantially complete. 1. OAR will notify the Contractor of items that must be completed before the Project will be considered substantially complete. 2. Correct the noted deficiencies in the Work. 3. Notify the OAR when the items of Work in the OAR's notice have been completed. 4. OPT will revisit the Site and repeat the process. 5. OAR will issue a Certificate of Substantial Completion to the Contractor when the OPT considers the Project to be substantially complete. The Certificate will include a tentative list of items to be corrected before Final Payment will be recommended. 6. Review the list and notify the OAR of any objections to items on the list within 10 days after receiving the Certificate of Substantial Completion. 29.02 Final Inspections A. Notify the OAR when: 1. Work has been completed in compliance with the Contract Documents; 2. Equipment and systems have been tested per Contract Documents and are fully operational; 3. Final Operations and Maintenance Manuals have been provided to the Owner and all operator training has been completed; 4. Specified spare parts and special tools have been provided; and 5. Work is complete and ready for final inspection. B. OPT will visit the Site to determine if the Project is complete and ready for Final Payment within 30 days after the notice is received. C. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. D. Take immediate steps to correct Defective Work. Notify the Designer when Defective Work has been corrected. OPT will visit the Site to determine if the Project is complete and the Work is acceptable. OAR will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. E. Submit the Request for Final Payment with the closeout documents described in Paragraph 29.04 if notified that the Project is complete, and the Work is acceptable. 29.03 Reinspection Fees A. Owner may impose a Set-off against the Application for Payment in accordance with the General Conditions to compensate the OPT for additional visits to the Project if additional Work is required. General Conditions 007200- 126 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 29.04 Closeout Documents Submittal A. Record Documents per Article 20. B. Warranties and bonds. C. Equipment installation reports on equipment. D. Shop Drawings, Record Data, and other documents as required by the Contract Documents. E. Evidence of continuing insurance and bond coverage as required by the Contract Documents. F. Final Photographs per Article 28. 29.05 Transfer of Utilities A. If applicable to the Project,transfer utilities to the Owner when the Certificate of Substantial Completion has been issued and the Work has been occupied by the Owner. B. Submit final meter readings for utilities and similar data as of the date the Owner occupied the Work. 29.06 Warranties, Bonds and Service Agreements A. Provide warranties, bonds, and service agreements required by the Contract Documents. B. The date for the start of warranties, bonds, and service agreements is established per the Contract Documents. C. Compile warranties, bonds, and service agreements and review these documents for compliance with the Contract Documents. 1. Provide a log of all equipment covered under the 1-year correction period specified in the Contract Documents and all products for which special or extended warranties or guarantees are provided. Index the log by Specification Section number on forms provided. Include items 2.e through 2.g below in the tabulation. 2. Provide a copy of specific warranties or guarantees under a tab indexed to the log. Each document is to include: a. A description of the product or Work item; b. The firm name with the name of the principal, address, and telephone number; C. Signature of the respective Supplier or Subcontractor to acknowledge existence of the warranty obligation for extended warranties and service agreements; d. Scope of warranty, bond, or service agreement; e. Indicate the start date for the correction period specified in the Contract Documents for each product and the date on which the specified correction period expires. f. Indicate the start date for extended warranties for each product and the date on which the specified extended warranties period expires. g. Start date, warranty or guarantee period, and expiration date for each warranty, bond, and service agreement; General Conditions 007200- 127 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 h. Procedures to be followed in the event of a failure; and i. Specific instances that might invalidate the warranty or bond. D. Submit digital copies of the documents to the Designer for review. E. Submit warranties, bonds, and service agreements within 10 days after equipment or components are placed in service. ARTICLE 30—MISCELLANEOUS 30.01 Computation of Times A. Exclude the first day and include the last day when determining dates for a period of time referred to in the Contract Documents by days. The last day of this period is to be omitted from the determination if it falls on a Sunday or a legal holiday. B. All references and conditions for a Calendar Day Contract in the Contract Documents apply for a Fixed Date Contract. A Fixed Date Contract is one in which the calendar dates for reaching Substantial Completion and/or final completion are specified in lieu of identifying the number of days involved. 30.02 Owner's Right to Audit Contractor's Records A. By execution of the Contract, Contractor grants Owner the right to audit, examine, inspect and/or copy, at Owner's election at all reasonable times during the term of this Contract and for a period of four (4) years following the completion or termination of the Work, all of Contractor's written and electronically stored records and billings relating to the performance of the Work under the Contract Documents. The audit, examination or inspection may be performed by an Owner designee,which may include its internal auditors or an outside representative engaged by Owner. Contractor agrees to retain its records for a minimum of four(4)years following termination of the Contract, unless there is an ongoing dispute under the Contract, then, such retention period must extend until final resolution of the dispute. As used in these General Conditions, "Contractor written and electronically stored records" include any and all information, materials and data of every kind and character generated as a result of the work under this Contract. Examples of Contractor written and electronically stored records include, but are not limited to:accounting data and reports, billings, books, general ledgers, cost ledgers, invoices, production sheets, documents, correspondence, meeting notes, subscriptions, agreements, purchase orders, leases, contracts, commitments, arrangements, notes, daily diaries, reports, drawings, receipts, vouchers, memoranda, time sheets, payroll records, policies, procedures, Subcontractor agreements, Supplier agreements, rental equipment proposals, federal and state tax filings for any issue in question, along with any and all other agreements, sources of information and matters that may, in Owner's sole judgment, have any bearing on or pertain to any matters, rights, duties or obligations under or covered by any Contract Documents. B. Owner agrees to exercise the right to audit, examine or inspect Contractor's records only during regular business hours. Contractor agrees to allow Owner and/or Owner's designee access to all of the Contractor's Records, Contractor's facilities, and current or former employees of Contractor, deemed necessary by Owner or its designee(s), to perform such audit, inspection or examination. Contractor also agrees to provide adequate and General Conditions 007200- 128 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 appropriate work space necessary for Owner or its designees to conduct such audits, inspections or examinations. C. Contractor must include this Paragraph 30.02 in any Subcontractor, supplier or vendor contract. 30.03 Independent Contractor A. Contractor is to perform its duties under this Contract as an independent contractor. The Contractor's Team and their personnel are not considered to be employees or agents of the Owner. Nothing in this Contract is to be interpreted as granting Contractor's Team the right or authority to make commitments for the Owner. This Contract does not constitute or create a joint venture, partnership or formal business organization of any kind. 30.04 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available to the Owner or Contractor by these General Conditions are in addition to, and are not a limitation of,the rights and remedies which are otherwise imposed or available by: 1. Laws or Regulations; 2. Special warranties or guarantees; or 3. Other provisions of the Contract Documents. B. The provisions of this Paragraph 30.04 are as effective as if repeated specifically in the Contract Documents in connection with each particular duty,obligation, right and remedy to which they apply. 30.05 Limitation of Damages A. Owner is not liable to Contractor for claims, costs, losses or damages sustained by Contractor's Team associated with other projects or anticipated projects. B. Contractor waives claims for consequential damages, incidental or special damages arising out of or relating to this Contract, whether the damages are claimed in contract, tort or on any other basis. 30.06 No Waiver A. The failure of Owner or Contractor to enforce any provision of this Contract does not constitute a waiver of that provision or affect the enforceability of that provision or the remainder of this Contract. 30.07 Severability A. If a court of competent jurisdiction renders a part of this Contract invalid or unenforceable, that part is to be severed and the remainder of this Contract continues in full force. General Conditions 007200- 129 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 30.08 Survival of Obligations A. Representations, indemnifications, warranties, guarantees and continuing obligations required by the Contract Documents survive completion and acceptance of the Work or termination of the Contract. 30.09 No Third Party Beneficiaries A. Nothing in this Contract can be construed to create rights in any entity other than the Owner and Contractor. Neither the Owner nor Contractor intends to create third party beneficiaries by entering into this Contract. 30.10 Assignment of Contract A. This Contract may not be assigned in whole or in part by the Contractor without the prior written consent of the Owner. 30.11 No Waiver of Sovereign Immunity A. The Owner has not waived its sovereign immunity by entering into and performing its obligations under this Contract. B. This Contract is to perform a governmental function solely for the public benefit. 30.12 Controlling Law A. This Contract is governed by the laws of the State of Texas without regard to its conflicts of laws. Venue for legal proceedings lies exclusively in Nueces County, Texas. Cases must be filed and tried in Nueces County and cannot be removed from Nueces County,Texas. 30.13 Conditions Precedent to Right to Sue A. Notwithstanding anything herein to the contrary,Contractor will have at least 90 days to give notice of a claim for damages as a condition precedent to the right to sue on the Contract, subject to the contractual Claims and Alternative Dispute Resolution processes set forth herein. 30.14 Waiver of Trial by Jury A. Owner and Contractor agree that they have knowingly waived and do hereby waive the right to trial by jury and have instead agreed, in the event of any litigation arising out of or connected to this Contract, to proceed with a trial before the court, unless both parties subsequently agree otherwise in writing. 30.15 Attorney Fees A. The Parties expressly agree that, in the event of litigation, all parties waive rights to payment of attorneys' fees that otherwise might be recoverable, pursuant to the Texas Civil Practice and Remedies Code Chapter 38, Texas Local Government Code §271.153, the Prompt Payment Act, common law or any other provision for payment of attorney's fees. General Conditions 007200- 130 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 30.16 Compliance with Laws A. Comply with the Americans with Disabilities Act of 1990 as amended (ADA) and Texas Architectural Barriers Act and all regulations relating to either statute. B. No qualified person shall on the basis of race, color, religion, national origin, gender, age or disability be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity which receives or benefits from federal financial assistance. C. Comply with all applicable federal, state and city laws, rules and regulations. D. Each applicable provision and clause required by law to be inserted into the Contract shall be deemed to be enacted herein,and the Contract shall be read and enforced as though each were physically included herein. 30.17 Enforcement A. The City Manager or designee and the City Attorney or designee are fully authorized and will have the right to enforce all legal rights and obligations under the Contract without further authorization from City Council. 30.18 Subject to Appropriation A. Funds are appropriated by the Owner on a yearly basis. If for any reason, funds are not appropriated in any given year, the Owner may direct immediate suspension or termination of the Contract with no additional liability to the Owner. If the Contractor is terminated or suspended and the Owner requests remobilization at a later date, the Contractor may request payment for reasonable demo bilization/remobilization costs. Such costs shall be addressed through a Change Order to the Contract. Under no circumstances may a provision or obligation under this Contract be interpreted as contrary to this paragraph. 30.19 Contract Sum A. The Contract Sum is stated in the Contract and, including authorized adjustments, is the total maximum not-to-exceed amount payable by Owner to Contractor for performance of the Work under the Contract Documents. Contractor accepts and agrees that all payments pursuant to this Contract are subject to the availability and appropriation of funds by the Corpus Christi City Council. If funds are not available and/or appropriated,this Contract shall immediately be terminated with no liability to any party to this Contract. 30.20 Contractor's Guarantee as Additional Remedy A. The Contractor's guarantee is a separate and additional remedy available to benefit the Owner. Neither the guarantee nor the expiration of the guarantee period will operate to reduce, release or relinquish any rights or remedies available to the Owner for any claims or causes of action against the Contractor or any other individual or entity. 30.21 Notices. A. Any notice required to be given to Owner under any provision in this Contract must include a copy to OAR by mail or e-mail. General Conditions 007200- 131 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 30.22 Public Information A. The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract, and Contractor agrees that the contract can be terminated if Contractor knowingly or intentionally fails to comply with a requirement of that subchapter. END OF SECTION General Conditions 007200- 132 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 00 73 00 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement SECTION 00 72 00 GENERAL CONDITIONS and other provisions of the Contract Documents. All provisions not amended or supplemented in these Supplementary Conditions remain in effect. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below. ARTICLE 1—DEFINITIONS AND TERMINOLOGY SC-1.01 DEFINED TERMS A. The members of the OPT as defined in Paragraph 1.01.A.41 consists of the following organizations: City of Corpus Christi,Texas HDR Engineering, Inc. UA Surveying, Inc. ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK SC-4.04 DELAYS IN CONTRACTOR'S PROGRESS A. The allocation for delays in the Contractor's progress for rain days as set forth in General Conditions Paragraph 4.04.D are to be determined as follows: 1. Include rain days in developing the schedule for construction. Schedule construction so that the Work will be completed within the Contract Times assuming that these rain days will occur. Incorporate residual impacts following rain days such as limited access to and within the Site, inability to work due to wet or muddy Site conditions, delays in delivery of equipment and materials, and other impacts related to rain days when developing the schedule for construction. Include all costs associated with these rain days and residual impacts in the Contract Price. 2. A rain day is defined as any day in which the amount of rain measured by the National Weather Services at the Power Street Stormwater Pump Station is 0.50 inch or greater. Records indicate the following average number of rain days for each month: Month Day Month Days January 3 July 3 February 3 August 4 March 2 September 7 April 3 October 4 May 4 November 3 June 4 December 3 Supplementary Conditions 007300- 1 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. A total of 50 rain days have been set for this Project. An extension of time due to rain days will be considered only after 43 rain days have been exceeded in a calendar year and the OAR has determined that a detrimental impact to the construction schedule resulted from the excessive rainfall. Rain days are to be incorporated into the schedule and unused rain days will be considered float time which may be consumed by the Owner or Contractor in delay claims. ARTICLE 5 — AVAILABILITY OF LANDS; SUBSURFACE CONDITIONS AND PHYSICAL CONDITIONS, HAZARDOUS ENVIRONMENTAL CONDITIONS SC-5.03 SUBSURFACE AND PHYSICAL CONDITIONS A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.03.A which describe subsurface and physical conditions. 1. Geotechnical Reports include the following: Geotechnical Report obtained in March 2013 from Rock Engineering and Test Laboratory, Inc. for the City of Corpus Christi is provided in Attachment 1 of the specifications. SC-5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE Note to Specifier: Use paragraph A or B as appropriate. Delete the paragraph not used. It is recommended that all reports or documents used be made available to the Contractor and if used for a limited purpose,that this limited purpose be described. A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.06 which describe Hazardous Environmental Conditions that have been identified at or adjacent to the Site. 1. Environmental Reports include the following: None. 2. Drawings of physical conditions relating to known Hazardous Environmental Conditions at the Site include the following: None. B. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.06 which describe Hazardous Environmental Conditions that have been identified at or adjacent to the Site. No reports of explorations or tests for Hazardous Environmental Conditions at or contiguous to the Site are known to Owner. ARTICLE 6—BONDS AND INSURANCE SC-6.03 REQUIRED MINIMUM INSURANCE COVERAGE INSURANCE REQUIREMENTS CONTRACTOR'S INSURANCE AMOUNTS Provide the insurance coverage for at least the following amounts unless greater amounts are required by Laws and Regulations: Type of Insurance Minimum Insurance Coverage Commercial General Liability including 1. Commercial Form $1,000,000 Per Occurrence Supplementary Conditions 007300-2 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. Premises—Completed Operations $2,000,000 Aggregate 3. Explosions and Collapse Hazard 4. Underground Hazard 5. Products/Completed Operations Hazard 6. Contractual Liability 7. Broad Form Property Damage 8. Independent Contractors 9. Personal &Advertising Injury Business Automobile Liability-Owned, Non- $1,000,000 Combined Single Limit Owned, Rented and Leased Workers' Compensation Statutory Employer's Liability $500,000/500,000/500,000 Excess Liability/Umbrella Liability $1,000,000 Per Occurrence Required if Contract Price>$5,000,000 Contractor's Pollution Liability / $1,000,000 Per Claim Environmental Impairment Coverage Not limited to sudden and accidental X Required ❑ Not Required discharge. To include long-term environmental impact for the disposal of pollutants/contaminants. Required if excavation>3 ft Builder's Risk(All Perils including Collapse) Equal to Full Replacement Cost of Structure and Contents Required for vertical structures and bridges ❑ Required ❑X Not Required Installation Floater Equal to Contract Price Required if installing city-owned equipment ❑ Required ❑X Not Required ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES SC-7.02 LABOR; WORKING HOURS B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of person or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. SC-7.04 CONCERNING SUBCONTRACTORS, SUPPLIERS,AND OTHERS A. Add the following sentence to the end of Paragraph 7.04.A: "The Contractor must perform at least [50] percent of the Work, measured as a percentage of the Contract Price, using its own employees." Supplementary Conditions 007300-3 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 ARTICLE 14—PREVAILING WAGE RATE REQUIREMENTS SC-14.04 PREVAILING WAGE RATES Note to Specifier: Davis-Bacon Wage Rates can be found at http://www.wdol.gov/dba.aspx. Use the Wage Rates for Nueces County. Select the WD Determination that is appropriate for the Project Copy the Wage Rate directly from the DOL website to this Section or insert the Owner-determined wage rate schedule as required by Texas Government Code Chapter 2258. A. The minimum rates for various labor classifications as established by the Owner are shown below: Wage Determination Construction Type Project Type (WD) No TX21 Heavy Heavy Construction Projects (including Sewer and Water Line Construction and Drainage Projects) TX29 Highway Highway Construction Projects (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). TX33 Heavy Pipeline -On-Shore Pipeline Construction TX34 Heavy Pipeline -Off-Shore Construction TX288 Building Building Construction Projects (does not include single family homes or apartments up to and including 4 stories) TX51 Heavy Dredging projects along the Texas gulf coast area including all public channels, harbors, rivers, tributaries and the Gulf Intracoastal Waterways. TX55 Heavy Tunnel Construction Projects (Bored, 48" In Diameter Or More) "General Decision Number : TX20210029 01/01/2021 Superseded General Decision Number : TX20200029 State : Texas Construction Type : Highway Counties : Aransas, Calhoun, Goliad, Nueces and San Patricio Supplementary Conditions 007300-4 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Counties in Texas . HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels , building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges ) . Note : Under Executive Order (EO) 13658 , an hourly minimum wage of $10 . 95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1 , 2015 . If this contract is covered by the E0, the contractor must pay all workers in any classification listed on this wage determination at least $10 . 95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021 . If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5 . 5 (a) ( 1) (ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate) . The EO minimum wage rate will be adjusted annually . Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts , including those set forth at 29 CFR 5 . 1 (a) (2 ) - ( 60) . Additional information on contractor requirements and worker protections under the EO is available at www. dol . gov/whd/govcontracts . Supplementary Conditions 007300- 5 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Modification Number Publication Date 0 01/01/2021 * SUTX2011-010 08/08/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER (Paving & Structures) . . . $ 12 . 64 FORM BUILDER/FORM SETTER Paving & Curb . . . . . . . . . . . . . . . $ 10 . 69 Structures . . . . . . . . . . . . . . . . . . $ 13 . 61 LABORER Asphalt Raker . . . . . . . . . . . . . . . $ 11 . 67 Flagger . . . . . . . . . . . . . . . . . . . . . $ 8 . 81 Laborer, Common . . . . . . . . . . . . . $ 10 . 25 Laborer, Utility. . . . . . . . . . . . $ 11 . 23 Pipelayer . . . . . . . . . . . . . . . . . . . $ 11 . 17 Work Zone Barricade Servicer . . . . . . . . . . . . . . . . . . . . $ 11 . 51 PAINTER (Structures ) . . . . . . . . . . . . . $ 21 . 29 POWER EQUIPMENT OPERATOR: Asphalt Distributor . . . . . . . . . $ 14 . 25 Asphalt Paving Machine . . . . . . $ 13 . 44 Mechanic . . . . . . . . . . . . . . . . . . . . $ 17 . 00 Motor Grader, Fine Grade . . . . $ 17 . 74 Motor Grader, Rough . . . . . . . . . $ 16 . 85 TRUCK DRIVER Lowboy-Float . . . . . . . . . . . . . . . . $ 16 . 62 Single Axle . . . . . . . . . . . . . . . . . $ 11 . 61 ----------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental . Supplementary Conditions 007300-6 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 ----------------------------------------------------------- Note : Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1 , 2017 . If this contract is covered by the E0, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year . Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking . Additional information on contractor requirements and worker protections under the EO is available at www. dol . gov/whd/govcontracts . Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5 . 5 (a) (1) (ii) ) . ----------------------------------------------------------- Supplementary Conditions 007300-7 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type (s) of construction in the area covered by the wage determination . The classifications are listed in alphabetical order of " "identifiers" " that indicate whether the particular rate is a union rate (current union negotiated rate for local) , a survey rate (weighted average rate) or a union average rate (weighted union average rate) . Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey . Example : PLUM0198-005 07/01/2014 . PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers . 0198 indicates the local union number or district council number where applicable, i . e . , Plumbers Local 0198 . The next number, 005 in the example, is an internal number used in processing the wage determination . 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014 . Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing Supplementary Conditions 007300-8 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 this classification and rate . Survey Rate Identifiers Classifications listed under the ""SU" " identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification . As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates . Example : SULA2012-007 5/13/2014 . SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates . LA indicates the State of Louisiana . 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination . 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier . Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification (s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications ; however, 1000 of the data reported for the classifications was union data . EXAMPLE : UAVG-OH-0010 08/29/2014 . UAVG indicates that the rate is a weighted union average rate . OH indicates the state . The next number, 0010 in the example, is an internal number used in producing the wage Supplementary Conditions 007300-9 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 determination . 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier . A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ----------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1 . ) Has there been an initial decision in the matter? This can be . * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2 . ) and 3 . ) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations . Write to : Supplementary Conditions 007300- 10 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Branch of Construction Wage Determinations Wage and Hour Division U. S . Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2 . ) If the answer to the question in 1 . ) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1 . 8 and 29 CFR Part 7 ) . Write to : Wage and Hour Administrator U. S . Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party' s position and by any information (wage payment data, project description, area practice material, etc . ) that the requestor considers relevant to the issue . 3 . ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to : Administrative Review Board U. S . Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4 . ) All decisions by the Administrative Review Board are final . ----------------------------------------------------------- END OF GENERAL DECISION ARTICLE 19-PROJECT MANAGEMENT AND COORDINATION SC-19.21 COOPERATION WITH PUBLIC AGENCIES Supplementary Conditions 007300- 11 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. For the Contractor's convenience,the following telephone numbers are listed: Public Agencies/Contacts Phone Number City Engineer 361-826-3500 HDR Engineering, Inc. 361-696-3300 Samuel Saldivar Jr. 361-696-3325 Traffic Engineering 361-826-3547 Police Department 361-882-2600 361-826-1800 (361-826-1818 after Water/Wastewater/Stormwater hours) Gas Department 361-885-6900 (361-885-6942 after hours) Parks& Recreation Department 361-826-3461 Street Department 361-826-1875 City Street Div.for Traffic Signals 361-826-1610 Solid Waste& Brush 361-826-1973 IT Department(City Fiber) 361-826-1956 AEP 1-877-373-4858 AT&T 361-881-2511 (1-800-824-4424 after hours) Grande Communications 1-866-247-2633 Spectrum Communications 1-800-892-4357 Crown Castle Communications 1-888-632-0931 (Network Operations Center) Centuryl-ink 361-208-0730 Windstream 1-800-600-5050 Regional Transportation Authority 361-289-2712 Port of Corpus Christi Authority Engr. 361-882-5633 TxDOT Area Office 361-808-2500 Corpus Christi ISD 361-695-7200 ARTICLE 25—SHOP DRAWINGS SC-25.03 CONTRACTOR'S RESPONSIBILITIES A. Provide Shop Drawings for the following items: Specification Section Shop Drawing Description 025608 Inlets Supplementary Conditions 007300- 12 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Specification Section Shop Drawing Description 025803 Traffic Signal Adjustments 026411 Gate Valves for Waterlines 027200 Controls of Wastewater Flows (temporary Bypass Pumping Systemss) 027205 Fiberglass Manholes 055420 Frames, Grates, Rings and Covers ARTICLE 26—RECORD DATA SC-26.03 CONTRACTOR'S RESPONSIBILITIES A. Submit Record Data for the following items: Specification Section Record Data Description END OF SECTION Supplementary Conditions 007300- 13 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12013) Rev 2/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 011100 SUMMARY OF WORK 1.00 GENERAL 1.01 WORK INCLUDED A. Construct Work as described in the Contract Documents. 1. Provide the materials, equipment, and incidentals required to make the Project completely and fully useable. 2. Provide the labor, equipment,tools, and consumable supplies required for a complete Project. 3. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OAR. 1.02 DESCRIPTION OF WORK A. Work is described in general, non-inclusive terms as: 1. The project will reconstruct the current A-1 Minor Arterial configuration consisting of 4 lanes with a partial continuous left turn lane and maintain the current lane configuration and remain an A-1 Minor Arterial consisting of 4 lanes with a partial continuous two-way left-turn lane. There are two Base Bids for the Project: Base Bid 1 being for Hot Mix Asphaltic Concrete Pavement, and Base Bid 2 for Portland Cement Concrete Pavement. This will include new pavement, curb and gutter, sidewalk,ADA compliant curb ramps,concrete bus pads, signage, and pavement markings. Utility improvements include water,wastewater, and stormwater. 1.03 WORK UNDER OTHER CONTRACTS A. The following items of work are not included in this Contract, but may impact construction scheduling and completion: 1. TxDOT Harbor Bridge Project 2. Leopard Street(Bond 2018) (Project No. 18027A) 3. AT&T Duct Bank Relocation Project(September 2020-September 2021) 4. AEP Pole Relocation (Based on City/Contractor Schedule) 5. AT&T Pole Relocation (Following AEP Pole Relocation) 6. Charter Aerial Cables Attached to Poles(Following Pole Relocations) B. In the case of a disagreement between the above list and those specified elsewhere in the Contract Documents,the Contractor is to base his Proposal on the most expensive listing. C. Completion of the Work described in this Contract may impact the construction and testing of the items listed above. 1. Coordinate construction activities through the OAR. Summary of Work 011100- 1 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 10/2018 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. 1.04 WORK BY OWNER A. The Owner plans to perform the following items of work which are not included in this Contract, but may impact the construction scheduling and completion: 1. City Gas Department will install new gas line conduits and associated service components. The City Gas Department is not responsible for trenching or backfilling for the gas line conduit. B. Completion of the Work described in this Contract may impact the construction of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. C. Owner will provide normal operation and maintenance of the existing facilities during construction, unless otherwise stated. 1.05 CONSTRUCTION OF UTILITIES A. Pay for temporary power, including but not limited to construction cost, meter connection fees, and permits. 1.06 USE PRIOR TO FINAL COMPLETION A. Owner has the right to use or operate any portion of the Project that is ready for use after notifying the Contractor of its intent to do so. B. The execution of Bonds is understood to indicate the consent of the surety to these provisions for use of the Project. C. Provide an endorsement from the insurance carrier permitting use of Project during the remaining period of construction. D. Conduct operations to insure the least inconvenience to the Owner and general public. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Summary of Work 011100-2 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 10/2018 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 01 23 10 ALTERNATES AND ALLOWANCES 1.00 GENERAL 1.01 REQUIREMENTS A. Alternates: None. B. Allowances: 1. Include specified allowance amount in the Contract Price. 2. The amount of each allowance includes: a. The cost of the product to the Contractor less any applicable trade discounts. b. Delivery to the Site. C. Applicable taxes. 3. Include in the Contract Price all costs for: a. Handling at the Site, including unloading, uncrating, and storage per Article 19 of SECTION 0172 00 GENERAL CONDITIONS. b. Cost for labor and equipment for installation and finishing. C. Cost for related products not specifically listed in the allowance required for installation, including consumable supplies and materials. d. All overhead, profit, and related costs. 4. Assist Owner in the selection of products. a. Identify qualified Suppliers. b. Obtain bids from qualified Suppliers. C. Present available alternates to the Owner through the OAR. Notify OAR of: 1) Any objections to a particular Supplier or product. 2) Effect on the Construction Schedule anticipated by the selection of each option. 3) Cost of each option. 5. Upon selection of the product: a. Purchase and install the product. b. Contractor's responsibilities for products shall be the same as for products selected by the Contractor. 6. Submit a Change Proposal per Article 12 of SECTION 00 72 00 GENERAL CONDITIONS to adjust Contract Price if the net cost of the product is more or less than the specified amount. a. Adjust the unit cost applied to the quantities installed per the method of payment described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for products specified as Unit Price Work. Alternates and Allowances 0123 10- 1 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 5/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 b. Do not perform Work until selection of alternate has been approved by the Owner. C. Provide actual invoices for the materials. C. The Lump Sum Bid Items described as "Allowances" have been set as noted in Section 00 30 01 Bid Form and shall be included in the Total Base Bid of the Bid Form for each Bidder. These Allowances may be used at the Owner's discretion in the event that unforeseen conditions or conflicts are encountered during construction that warrants the use of the Allowance funds. If the use of Allowance funds becomes necessary, the OAR will provide written authorization at a cost negotiated between Owner and Contractor, using unit prices in the Bid Form when applicable. No work is to be performed under the Allowance items without written authorization from the OAR. There is no guarantee that any of these funds will need to be used during the course of the Work. 1.02 DOCUMENT SUBMITTALS A. Provide documents for materials furnished as part of the alternate in accordance with Article 24 of SECTION 00 72 00 GENERAL CONDITIONS. 1.03 DESCRIPTION OF ALTERNATES A. None. 1.04 DESCRIPTION OF ALLOWANCES A. Allowance A—Bonds and Insurance 1. A maximum of 2%of the bid price to be used for the purchase of bonds and insurance required for the Project. B. Allowance A—Unanticipated Hazardous Material Handling: 1. The sum of$80,000.00 upon City approval, item 1-A15, 2-A14 maybe used for the testing, excavation,transport, disposal, and incidentals for hazardous materials discovered during construction. C. Allowance B- Unanticipated Street Improvements: 1. The sum of $25,000.00 upon City approval, item 1-1339, 2-1347 can be used for unanticipated work not included in the plans. D. Allowance C- Unanticipated RTA Improvements: 1. The sum of$1,000.00 upon City approval, item 1-C4, 2-C3 can be used for unanticipated work not included in the plans. E. Allowance D -Unanticipated ADA Improvements: 1. The sum of$2,500.00 upon City approval, item 1-D8, 2-D8 can be used for unanticipated work not included in the plans. F. Allowance E - Unanticipated Storm Water Improvements: 1. The sum of$75,000.00 upon City approval, item 1-E20, 2-E20 can be used for unanticipated work not included in the plans. Alternates and Allowances 0123 10-2 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 5/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 G. Allowance F- Unanticipated Water Improvements: 1. The sum of$75,000.00 upon City approval, item 1-F16, 2-F16 can be used for unanticipated work not included in the plans. H. Allowance G -Unanticipated Wastewater Improvements: 1. The sum of$75,000.00 upon City approval, item 1-G14, 2-G14 can be used for unanticipated work not included in the plans. I. Allowance H - Unanticipated Gas Improvements: 1. The sum of$2,000.00 upon City approval, item 1-1-14, 2-1-14 can be used for unanticipated work not included in the plans. J. Allowance I - Unanticipated I.T. Improvements: 1. The sum of$1,000.00 upon City approval, item 1-14, 2-14 can be used for unanticipated work not included in the plans. K. Allowance J—Unanticipated Traffic Signal Improvements: 1. The sum of$12,500.00 upon City approval, items 1-J4, 2-J4 and 1-J36, 2-J36 can be used for unanticipated work not included in the plans. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Alternates and Allowances 0123 10-3 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 5/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT 1.00 GENERAL 1.01 MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents for lump sum payment items. Include all direct cost for the Work associated with that lump sum item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each lump sum item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the lump sum price. B. Measurement for progress payments will be made on the basis of the earned value for each item shown as a percentage of the cost for the lump sum item as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS. Payment at Final Completion will be equal to the total lump sum amount for that item. 1.02 MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents in unit price payment items. Include all direct cost for the Work associated with that unit price item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each unit price item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the unit price. B. Measurement for payments will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages,and tolerances in the unit price for that line item. Measurement will be as indicated for each unit price item. 1.03 MEASUREMENT AND BASIS FOR PAYMENT FOR BASE BID ITEMS A. Bid Item A-1—Mobilization (Maximum 5%): 1. Include the following costs in this Bid item: a. Transportation and setup for equipment; b. Transportation and/or erection of all field offices, sheds, and storage facilities; C. Salaries for preparation of documents required before the first Application for Payment; d. Salaries for field personnel assigned to the Project related to the mobilization of the Project; e. Demobilization; and f. Mobilization may not exceed 5 percent of the total Contract Price. Measurement and Basis for Payment 01 29 01- 1 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 5/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. Measurement for payment will be made per lump sum on the following basis: When at least 5% of the adjusted contract amount for construction is earned, 75% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. Upon substantial completion of all work under this Contract and removal of all equipment and materials from the Project site, the remaining 25% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. B. Bid Item A-2—Bonds and Insurance (Maximum Allowance of 2%): 1. Payment shall include all bonds and insurance required under the Contract Documents. 2. Payment for bonds and insurance will be based on the receipt of documentation of actual costs. Contractor shall furnish satisfactory evidence of the rate or rates paid for all bonds and insurance. Contractor will be reimbursed for the actual cost of unique insurance as required and obtained specifically for this Project, not including the routine and general company insurance policies that are maintained for the course of conducting normal business operations. Contractor will be reimbursed for the actual cost of project specific bonds and insurance, not to exceed the bid amount or the verifiable costs of Project specific bonds and insurance incurred by the Contractor. C. Bid Item 1-A3 and 2-A3—Clear Right-of-Way: 1. This bid item covers the cost for removal of any objectionable matter between 1-foot behind the proposed back of curb to the City right-of-way line. It includes excavation, backfill, and compaction to the lines and grades necessary to meet the plan sheet requirements. In addition to materials specified in Specification 021020, objectionable matter includes existing sidewalk, driveways, medians, utility pipe lines, and other miscellaneous structures. 2. This bid item is measured in acres. D. Bid item 1-A9 and 2-A8 Temporary Traffic Signal: 1. This bid item covers the cost for furnishing and installing a temporary traffic signal system to accommodate traffic lanes during construction phasing.This bid item includes signal heads, signal wiring, connection to existing traffic signal cabinet, materials, equipment, labor, and incidentals necessary to complete the work.The Contractor is responsible for coordinating with City Traffic Engineering to understand all requirements for this bid item. 2. This bid item is measured by each temporary traffic signal. E. Bid Item 1-A10 and 2-A9—TCP-Crossing Guards: 1. The Contractor shall provide a flagger for the school within the project limits. Flaggers shall be on duty during drop-off and pick-up of students at the school. Furthermore, the Contractor shall leave an ADA accessible sidewalk route open on at least one side of the street at all times. 2. This bid item is measured by the Days(s) of work performed. Measurement and Basis for Payment 01 29 01-2 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 5/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 F. Bid Item 1-Al2 and 2-A11—Storm Water Pollution Prevention: 1. Payment shall include but not be limited to furnishing and submitting the SWPPP to TCEQ and Owner and updating the Plan during the Project as needed. All permits and required fees related to the SWPPP will be included in this item. 2. Measurement for payment will be made per lump sum on the following basis: The initial pay application will include 50%of the lump sum bid amount minus retainage. The balance will be paid according to the percent of construction completion after 50% completion has occurred, minus retainage. G. Bid Item 2-133—Concrete Pavement Option: 1. The bid item is listed as an 8-inch thick continuously reinforced. The Contractor can at their own risk recommend an alternative concrete pavement type in lieu of CRCP with a minimum of 8-inch thickness for the Owner's consideration and approval. Please refer to TxDOT standard detail CRCP (1)—20. 2. This bid item is measured by the square yard. H. Bid Item 1-D3 and 2-D3—Remove and Replace Existing 6"Curb&Gutter: 1. This bid item covers costs for all equipment, materials, and labor to remove and replace existing curb and gutter including but not limited to sawcutting existing pavement, street excavation, removal of concrete, furnishing and installing compacted crushed limestone base plus prime coat, furnishing and installing compacted HMACP, and compacted subgrade. 2. This bid item is measured by the linear foot. I. Bid Item 1-H2 and 2-H2—Excavation, Backfill and Compaction of Gas Lines: 1. This bid item covers the cost for all equipment, materials, labor, and incidentals to excavate, backfill, and compact a trench for the proposed gas line. It includes coordination and scheduling effort with the City Gas Department to finalize the proposed location.The Contractor is responsible for passing trench compaction requirements. 2. This bid item is measured by the linear foot. J. Bid Item 1-12 and 2-12—2"PVC Schedule 40 IT Conduit with Pull String and Mule Tape: 1. This bid item covers the cost for trench excavation, furnishing and installing 2-inch conduit per City IT Department requirements and as per plan, connection to IT pull boxes, backfill, compaction, and any incidentals necessary to complete the work. It is the responsibility of the Contractor to verify with the City IT Department termination and tie-in locations for the conduit prior to installation. 2. This bid item is measured by the linear foot of conduit. K. Bid Item 1-13 and 2-13—24"X36"X18" IT Pull Box: 1. This bid item covers the cost for all labor, equipment, and incidentals to furnish and Measurement and Basis for Payment 01 29 01-3 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 5/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 install a ground box meeting the material requirements specified on plan sheet 65 Electrical Details Ground Boxes.The dimensions of the IT pull box shall be 24-inch X 36-inch X 18-inch (width x length x depth). It is the responsibility of the Contractor to verify with the City IT Department how to connect the conduit to the IT pull boxes prior to installation. 2. This bid item is measured by each pull box. L. Bid Items 1-J1 to 1-J4 and 2-J1 to 2-J4 Palm Drive Traffic Signal: 1. These bid items cover the cost for upgrading the existing traffic signal to accommodate the proposed striping and traffic movements. These items cover the cost for new signal heads, mast arm signs,shifting and rewiring of existing signal heads, labor,equipment,and incidentals necessary to complete this work. 2. These bid items are measured as noted in the base bid. M. Bid Items 1-JS to 1-J36 and 2-JS to 2-J36 N. Port Avenue Traffic Signal: 1. These bid items cover the cost for replacing the traffic signal equipment at North Port Avenue. These items cover the cost for removal of any conflicting existing traffic signal infrastructure, furnishing and installing of conduit, wiring, traffic signal foundations and poles, mast arms, signs, vehicle detection equipment, pedestrian equipment, and ground boxes including labor, equipment, and incidentals necessary to complete the traffic signal upgrade. 2. This bid item is measured by the linear foot. N. Other Bid Items: 1. The basis of measurement and payment for other Bid Items shall be as described in the applicable Specification Sections, Construction Drawings and/or SECTION 00 30 01 BID FORM. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Measurement and Basis for Payment 01 29 01-4 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 5/2020 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 0133 01 Submittal Register r 01 31 13 CONTRACTOR'S RECORD DOCUMENTS 1.08 Record Data 01 33 05 VIDEO AND PHOTOGRAPHIC DOCUMENTATION VARIOUS Record Data 0252 10 LIME STABILIZATION 2 Record Data 0252 10 LIME STABILIZATION 4 Record Data 02 52 23 CRUSHED LIMESTONE FLEXIBLE BASE 3 Record Data Sample 02 54 04 ASPHALTS,OILS AND EMULSIONS 2 Record Data 02 54 24 HOT MIX ASPHALTIC CONCRETE PAVEMENT(Class A) 3.1 Record Data 02 56 10 CONCRETE CURB AND GUTTER 2. Record Data 0256 12 CONCRETE SIDEWALK AND DRIVEWAYS 2. Record Data 02 56 14 CONCRETE CURB RAMPS 2. Record Data 02 56 20 PORTLAND CEMENT CONCRETE PAVEMENT 2.(1) Record Data 02 56 20 PORTLAND CEMENT CONCRETE PAVEMENT 5 Record Data 02 58 07 PAVEMENT MARKINGS(PAINT AND THERMOPLASTIC) 3.2 Record Data 02 58 07 PAVEMENT MARKINGS(PAINT AND THERMOPLASTIC) 3.5 Record Data 02 58 51 RAISED PAVEMENT MARKERS Record Data 02 62 06 DUCTILE IRON PIPE AND FITTINGS VARIOUS Record Data 0262 10 POLYVINYL CHLORIDE PIPE VARIOUS Record Data 0262 14 GROUTING ABANDONED UTILITY LINES 2.A. Record Data 02 64 04 WATER SERVICE LINES VARIOUS Record Data 02 64 09 TAPPING SLEEVES AND TAPPING VALVES 2. Record Data 02 64 11 GATE VALVES FOR WATERLINES 2. Record Data 02 64 11 GATE VALVES FOR WATERLINES 2.(8) Shop Drawing 02 64 16 FIRE HYDRANTS 2. Record Data 02 72 00 CONTROL OF WASTEWATER FLOWS(TEMPORARY 1.2.A Record Data BYPASS PUMPING SYSTEMS 02 72 00 CONTROL OF WASTEWATER FLOWS(TEMPORARY 1.2.13 Shop Drawing BYPASS PUMPING SYSTEMS 02 72 02 MANHOLES 2 Record Data 02 72 05 FIBERGLASS MANHOLES 3. Record Data 02 74 02 REINFORCED CONCRETE PIPE CULVERTS 2. Record Data 02 76 02 GRAVITY WASTEWATER LINES 2.A. Record Data 02 76 06 WASTEWATER SERVICE LINES 2. Record Data 02 76 11 CLEANING AND TELEVISED INSPECTION OF CONDUITS 4.1 Record Data 02 80 20 SEEDING 2.1 Record Data 02 80 20 SEEDING 2.2 Record Data 02 80 40 SODDING 2. Record Data 03 20 20 REINFORCING STEEL 2. Record Data 05 54 20 FRAMES,GRATES,RINGS AND COVERS 2. Shop Drawing Submittal Register 01 33 01-1 Leopard St.-Palm Dr.to Crosstown Expressway(Bond 2012)(Project No.E12103) 10/2018 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 01 35 00 SPECIAL PROCEDURES 1.00 GENERAL Note to Specifier: The"Construction Sequence" paragraph below is optional. 1.01 CONSTRUCTION SEQUENCE A. Perform the Work as required to complete the entire Project within the Contract Times and in the sequence stipulated below: 1. None. B. Work shall be completed within the specified time for these items: None. Description Time C. Consider the sequences, duration limitations, and governing factors outlined in this Section to prepare the schedule for the Work. D. Perform the Work not specifically described in this Section as required to complete the entire Project within the Contract Times. 1.02 PLAN OF ACTION A. Submit a written plan of action for approval for shutting down essential services. These include: 1. Electrical power, 2. Control power, 3. Pipelines or wastewater systems, 4. Communications equipment, and 5. Other designated functions. B. Describe the following in the plan of action: 1. Scheduled dates for construction; 2. Work to be performed; 3. Utilities, piping, or services affected; 4. Length of time the service or utility will be disturbed; 5. Procedures to be used to carry out the Work; 6. Plan of Action to handle emergencies; 7. List of manpower, equipment, and ancillary supplies; 8. Backups for key pieces of equipment and key personnel; Special Procedures 013500- 1 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 10/2018 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 9. Contingency plan that will be used if the original schedule cannot be met; and C. Submit plan 2 weeks [1 month] prior to beginning the Work. 1.03 CRITICAL OPERATIONS NONE. A. The Owner has identified critical operations that must not be out of service longer than the designated maximum time out of service and/or must be performed only during the designated times. These have been identified in the table below: Note to Specifier: Revise for each project. Max.Time Hours Operation Liquidated Critical Operation Damages Out of Operation can be Shut Down ($ per hour) 1.04 OWNER ASSISTANCE A. The Owner will assist the Contractor in draining the existing pipelines as much as possible through existing blow-off valves. The Contractor will be responsible for providing dewatering pumps, etc. required to completely dewater the facilities and handle any leakage past closed valves,gates or adjacent structures. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Special Procedures 013500-2 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 10/2018 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide temporary facilities, including OPT's field office and the Contractor's field offices, storage sheds, and temporary utilities needed to complete the Work. B. Install and maintain temporary Project identification signs. Provide temporary on-site informational signs to identify key elements of the construction facilities. Do not allow other signs to be displayed. 1.02 QUALITY ASSURANCE (NOT USED) 1.03 DELIVERY AND STORAGE A. Arrange transportation, loading, and handling of temporary buildings and sheds. 1.04 JOB CONDITIONS A. Locate buildings and sheds at the Site as indicated or as approved by the OPT. B. Prepare the Site by removing trees, brush, or debris and performing demolition or grubbing needed to clear a space adequate for the structures. C. Pay for the utilities used by temporary facilities during construction. D. Provide each temporary service and facility ready for use at each location when the service or facility is first needed to avoid delay in the performance of the Work. Provide OPT's field office complete and ready for occupancy and use within 7 days of the Notice to Proceed. E. Maintain, expand as required, and modify temporary services and facilities as needed throughout the progress of the Work. F. Remove services and facilities when approved by the OAR. G. Operate temporary facilities in a safe and efficient manner. 1. Restrict loads on temporary services or facilities to within their designed or designated capacities. 2. Provide sanitary conditions. Prevent public nuisance or hazardous conditions from developing or existing at the Site. 3. Prevent freezing of pipes,flooding, or the contamination of water. 4. Maintain Site security and protection of the facilities. 1.05 OPTIONS A. Construction offices may be prefabricated buildings on skids or mobile trailers. B. Storage sheds may be prefabricated buildings on skids or truck trailers. Temporary Facilities and Controls 015000- 1 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2.00 PRODUCTS 2.01 TEMPORARY FIELD OFFICES— FIELD OFFICE NOT REQUIRED A. The Contractor must furnish the OPT with a field office at the Site. The field office must contain at least 120 square feet of useable space. The field office must be air-conditioned and heated and must be furnished with an inclined table that measures at least 30 inches by 60 inches and two chairs. The Contractor shall move the field office on the Site as required by the OAR. There is no separate pay item for the field office. B. Furnish a field office of adequate size for Contractor's use. Provide conference room space for a minimum of 10 people. C. Other trades may provide their own offices only when space is available at the Site, and the OPT agrees to its size, condition, and location. D. No monthly partial payments will be processed until OPT's field office facilities are completed and approved. 2.02 TEMPORARY STORAGE BUILDINGS A. Furnish storage buildings of adequate size to store any materials or equipment delivered to the Site that might be affected by weather. 2.03 TEMPORARY SANITARY FACILITIES A. Provide sanitary facilities at the Site from the commencement of the Project until Project conclusion. Maintain these facilities in a clean and sanitary condition at all times, and comply with the requirements of the local health authority. On large sites, provide portable toilets at such locations that no point in the Site shall be more than 600 feet from a toilet. B. Use these sanitary facilities. Do not use restrooms within existing or Owner-occupied buildings. 2.04 TEMPORARY HEAT A. Provide heating devices needed to protect buildings during construction. Provide fuel needed to operate the heating devices and attend the heating devices at all times they are in operation, including overnight operations. 2.05 TEMPORARY UTILITIES A. Provide the temporary utilities for administration, construction, testing, disinfection, and start-up of the Work, including electrical power, water, and telephone. Pay all costs associated with furnishing temporary utilities. 1. Provide a source of temporary electrical power of adequate size for construction procedures. a. Use existing power systems where spare capacity is available. Provide temporary power connections that do not adversely affect the existing power supply. Submit connections to the OAR for approval prior to installation. Temporary Facilities and Controls 015000-2 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 b. Provide electrical pole and service connections that comply with Laws and Regulations and the requirements of the power company. 2. Provide telephone service to the Site and install telephones inside the Contractor's and the OPT's field office. Note to Specifier: This needs to be revised to include references to any applicable City Codes and Ordinances. 2.06 WATER FOR CONSTRUCTION A. Provide temporary water. Potable water may be purchased from the Owner by obtaining a water meter from the Owner and transporting water from a water hydrant. Non-potable water may be used for hydraulic testing of non-potable basins or pipelines. Include the cost of water in the Contract Price. B. Contractor must comply with the City of Corpus Christi's Water Conservation and Drought Contingency Plan as amended (the "Plan"). This includes implementing water conservation measures established for changing conditions. The City Engineer will provide a copy of the Plan to Contractor at the pre-construction meeting. The Contractor will keep a copy of the Plan on the Site throughout construction. 3.00 EXECUTION 3.01 LOCATION OF TEMPORARY FACILITIES A. Locate temporary facilities in areas approved by the OAR. Construct and install signs at locations approved by the OAR. Install informational signs so they are clearly visible. Note to Specifier: Verify with City whether signs are required for the Project. If signs are not required, add 'NOT APPLICABLE' to the heading. 3.02 PROJECT IDENTIFICATION AND SIGNS A. The Owner will furnish two Project signs to be installed by the Contractor. The signs must be installed before construction begins and will be maintained throughout the Project period by the Contractor. The locations of the signs will be determined in the field by the OAR. 3.03 TEMPORARY LIGHTING A. Provide temporary lighting inside buildings once buildings are weatherproof. B. Provide lighting that is adequate to perform Work within any space. Temporary lights may be removed once the permanent lighting is in service. C. Provide portable flood lights at any time that Work will be performed outside the structure at night. Provide adequate lighting at any location Work is being performed. 3.04 DRINKING WATER A. Provide all field offices with potable water. Provide a dispenser and cooling apparatus if bottled drinking water is provided. Temporary Facilities and Controls 015000-3 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. Pay for water services and maintain daily. 3.05 CONSTRUCTION FENCE A. Install and maintain a construction fence around the Site and off-site storage yards. Fence must be a minimum 6 feet high chain link construction unless shown otherwise. Provide gates with padlocks. 3.06 REMOVAL OF TEMPORARY FACILITIES A. Remove temporary buildings, sheds, and utilities at the conclusion of the Project and restore the Site to original condition or finished in accordance with the Drawings. B. Remove informational signs upon completion of construction. C. Remove Project identification signs, framing, supports, and foundations upon completion of the Project. 3.07 MAINTENANCE AND JANITORIAL SERVICE A. Provide janitorial service (sweeping/mopping)for the OPT's field office on a weekly basis or as requested. Empty trash receptacles daily or as needed. B. Maintain signs and supports in a neat, clean condition. Repair damage to structures, framings, or signs. C. Repair any damage to Work caused by placement or removal of temporary signage. D. Service, maintain, and replace, if necessary, the OPT's field office computer equipment throughout the Project as required by the OPT including replacement cartridges for all office equipment. END OF SECTION Temporary Facilities and Controls 015000-4 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 01 57 00 TEMPORARY CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment, and incidentals necessary to construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. B. Construct temporary impounding works, channels, diversions, furnishing and operation of pumps, installing piping and fittings, and other construction for control of conditions at the Site. Remove temporary controls at the end of the Project. C. Provide a Storm Water Pollution Prevention Plan (SWPPP) as required by Texas Pollutant Discharge Elimination System (TPDES) General Permit No. TXR150000 for stormwater discharges from construction activities as applicable to the nature and size of the Project. Comply with all requirements of the Texas Commission on Environmental Quality(TCEQ)and Laws and Regulations. File required legal notices and obtain required permits prior to beginning any construction activity. D. Provide labor, materials, equipment, and incidentals necessary to prevent stormwater pollution for the duration of the Project. Provide and maintain erosion and sediment control structures as required to preventive sediment and other pollutants from the Site from entering any stormwater system including open channels. Remove pollution control structures when no longer required to prevent stormwater pollution. 1.02 QUALITY ASSURANCE A. Construct and maintain temporary controls with adequate workmanship using durable materials to provide effective environmental management systems meeting the requirements of the Contract Documents and Laws and Regulations. Use materials that require minimal maintenance to prevent disruption of construction activities while providing adequate protection of the environment. B. Periodically inspect systems to determine that they are meeting the requirements of the Contract Documents. 1.03 DOCUMENT SUBMITTAL A. Provide documents requiring approval by the OPT as Shop Drawings in accordance with Article 25 of SECTION 00 72 00 GENERAL CONDITIONS. B. Provide copies of notices, records, and reports required by the Contract Documents or Laws and Regulations as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 1.04 STANDARDS A. Provide a SWPPP that complies with all requirements of TPDES General Permit No. TXR150000 and any other applicable Laws and Regulations. Temporary Controls 015700- 1 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. Perform Work to comply with the City of Corpus Christi Code of Ordinances, Part III, Chapter 14, Article X - titled "STORM WATER QUALITY MANAGEMENT PLANS" and any other applicable Laws and Regulations. 1.05 PERMITS A. As applicable, submit the following to the TCEQ and the Operator of any Municipal Separate Storm Sewer System (MS4) receiving stormwater discharges from the Site: 1. Notice of Intent (NOI) at least 48 hours prior to beginning construction activity. Construction activity may commence 24 hours after the submittal of an electronic NOI. 2. Notice of Change (NOC) letter when relevant facts or incorrect information was submitted in the NOI, or if relevant information in the NOI changes during the course of construction activity. 3. Notice of Termination (NOT) when the construction Project has been completed and stabilized. B. Post a copy of the NOI at the Site in a location where it is readily available for viewing by the general public and as required by Laws and Regulations prior to starting construction activities and maintain the posting until completion of the construction activities. C. Maintain copies of a schedule of major construction activities, inspection reports, and revision documentation with the SWPPP. 1.06 STORMWATER POLLUTION CONTROL A. Comply with the current requirements of TPDES General Permit No.TXR150000 as set forth by the TCEQ for the duration of the Project as applicable to the nature of the work and the total disturbed area: 1. Develop a SWPPP meeting all requirements of the TPDES General Permit. 2. Submit of a Notice of Intent to the TCEQ. 3. Develop and implement appropriate Best Management Practices as established by local agencies of jurisdiction. 4. Provide all monitoring and/or sampling required for reporting to the TCEQ. 5. Submit reports to the TCEQ as required as a condition of the TPDES General Permit. 6. Submit copies of the reports to the Designer as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 7. Retain copies of these documents at the Site at all times for review and inspection by the OPT or regulatory agencies. Post a copy of the permit as required by Laws and Regulations. 8. Assume sole responsibility for implementing, updating, and modifying the TPDES General Permit per Laws and Regulations for the SWPPP and Best Management Practices. B. Use forms required by the TCEQ to file the Notice of Intent. Submit the Notice of Intent at least 2 days prior to the start of construction. Develop the SWPPP prior to submitting the Temporary Controls 015700-2 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Notice of Intent. Provide draft copies of the Notice of Intent,SWPPP,and any other pertinent TCEQ submittal documents to Owner for review prior to submittal to the TCEQ. C. Return any property disturbed by construction activities to either specified conditions or pre- construction conditions as set forth in the Contract Documents. Provide an overall erosion and sedimentation control system that will protect all undisturbed areas and soil stockpiles/spoil areas. Implement appropriate Best Management Practices and techniques to control erosion and sedimentation and maintain these practices and techniques in effective operating condition during construction. Permanently stabilize exposed soil and fill as soon as practical during the Work. D. Assume sole responsibility for the means, methods,techniques, sequences, and procedures for furnishing, installing, and maintaining erosion and sedimentation control structures and procedures and overall compliance with the TPDES General Permit. Modify the system as required to effectively control erosion and sediment. E. Retain copies of reports required by the TPDES General Permit for 3 years from date of Final Completion. 1.07 POLLUTION CONTROL A. Prevent the contamination of soil, water, or atmosphere by the discharge of noxious substances from construction operations. Provide adequate measures to prevent the creation of noxious air-borne pollutants. Prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge noxious or harmful fluids into drains or sewers, nor allow noxious liquids to contaminate public waterways in any manner. B. Provide equipment and personnel and perform emergency measures necessary to contain any spillage. 1. Contain chemicals in protective areas and do not dump on soil. Dispose of such materials at off-site locations in an acceptable manner. 2. Excavate contaminated soil and dispose at an off-site location if contamination of the soil does occur. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil. 3. Provide documentation to the Owner which states the nature and strength of the contaminant, method of disposal, and the location of the disposal site. 4. Comply with Laws and Regulations regarding the disposal of pollutants. C. Groundwater or run-off water which has come into contact with noxious chemicals, sludge, or sludge-contaminated soil is considered contaminated. Contaminated water must not be allowed to enter streams or water courses, leave the Site in a non-contained form, or enter non-contaminated areas of the Site. 1. Pump contaminated water to holding ponds constructed by the Contractor for this purpose, or discharge to areas on the interior of the Site, as designated by the OAR. 2. Construct temporary earthen dikes or take other precautions and measures as required to contain the contaminated water and pump to a designated storage area. 3. Wash any equipment used for handling contaminated water or soil within contaminated areas three times with uncontaminated water prior to using such equipment in an Temporary Controls 015700-3 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 uncontaminated area. Dispose of wash water used to wash such equipment as contaminated water. 1.08 EARTH CONTROL A. Remove excess soil, spoil materials, and other earth not required for backfill at the time of generation. Control stockpiled materials to eliminate interference with Contractor and Owner's operations. B. Dispose of excess earth off the Site. Provide written approval from the property owner for soils deposited on private property. Obtain approval of the Owner if this disposal impacts the use of Site or other easements. 1.09 OZONE ADVISORY DAYS A. Do not conduct roofing, priming, or hot-mix paving operations, except for repairs, on days the City Engineer has notified Contractor that an ozone advisory is in effect. An extension of time will be allowed for each day for which priming or hot mix paving was scheduled, crews were prepared to perform this Work and the City Engineer issued ozone alert prevents this Work. Contractor will be compensated at the unit price indicated in the Bid for each day for which an extension of time was granted due to an ozone alert. 1.10 MANAGEMENT OF WATER A. Manage water resulting from rains or ground water at the Site. Maintain trenches and excavations free of water at all times. B. Lower the water table in the construction area by acceptable means if necessary to maintain a dry and workable condition at all times. Provide drains, sumps, casings, well points, and other water control devices as necessary to remove excess water. C. Provide continuous operation of water management actions. Maintain standby equipment to provide proper and continuous operation for water management. D. Ensure that water drainage does not damage adjacent property. Divert water into the same natural watercourse in which its headwaters are located, or other natural stream or waterway as approved by the Owner. Assume responsibility for the discharge of water from the Site. E. Remove the temporary construction and restore the Site in a manner acceptable to the OAR and to match surrounding material at the conclusion of the Work. 1.11 DEWATERING A. This item is considered subsidiary for all dewatering methods other than "well pointing" to the appropriate bid items as described in the Bid Form where dewatering is needed to keep the excavation dry, as approved by the Designer, and shall include all costs to provide a dry foundation for the proposed improvements. B. Storm water that enters an excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. Temporary Controls 015700-4 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by a manmade berm(s) prior to entering the storm water system. Sheet flow and ponding is to allow solids screening and/or settling prior to entering a storm water conduit or inlet. D. Storm water or groundwater shall not be discharged to private property without permission. It is the intent that Contractor discharges groundwater primarily into the existing storm water system, provided that the quality of groundwater is equal to or better than the receiving stream,the [Corpus Christi Bay] [Oso Creek] [Laguna Madre] [CC Ship Channel]. E. Testing of groundwater quality is to be performed by the Contractor, at the Contractor's expense, prior to commencing discharge and shall be retested by the Contractor, at the Contractor's expense, a minimum of once a week. Contractor shall coordinate with the Owner on all testing. Tests will also be performed as each new area of construction is started. F. Another option for disposal of groundwater by Contractor would include pumping to the nearest wastewater system. If discharging to temporary holding tanks and trucking to a wastewater or wastewater plant, the costs for these operations shall be negotiated. Other groundwater disposal alternatives or solutions may be approved by the Designer on a case by case basis. G. Prior to pumping groundwater from a trench to the wastewater system the Contractor shall contact Wastewater Pre-treatment Coordinator at 826-1817 to obtain a "no cost" permit from the Owner's Waste Water Department. Contractor will pay for any water quality testing or water analysis cost required. The permit will require an estimate of groundwater flow. Groundwater flow can be estimated by boring a hole or excavating a short trench then record water level shortly after completion, allow to sit overnight, record water level again, pump hole or trench dry to a holding tank or vacuum truck then record how long it takes to fill to original level and overnight level. NOTE TO SPECIFIER: If well pointing is not anticipated for this Project,do not delete 1.12, but add"NOT APPLICABLE" next to the heading for 1.12. 1.12 DISPOSAL OF CONTAMINATED GROUNDWATER—NOT APPLICABLE A. An allowance will be included in the Bid for the unanticipated disposal of contaminated groundwater. This allowance may not be needed but is provided in case contaminated groundwater is encountered during the course of the Project and does not meet the water quality requirements for discharge into the storm water or wastewater systems. This allowance includes all materials, tools, equipment, labor, transportation, hauling, coordination, and proper disposal of the contaminated water at an approved landfill, deep water injection well, or other site as agreed to by the Designer. Suggested disposal facilities would be [US Ecology (USET) in Robstown, Texas or Texas Molecular in Corpus Christi, Texas]. B. The payment for this Work will be based on the Contractor's actual costs and will be negotiated. Payment will not include costs associated with routine dewatering, which is considered subsidiary to the appropriate bid items as described in Paragraph 1.11. Temporary Controls 015700- 5 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 1.13 DISPOSAL OF HIGHLY CHLORINATED WATER A. Dispose of water used for testing, disinfection, and line flushing. Comply with Owner's requirements and Laws and Regulation regarding the disposal of contaminated water, including water with levels of chlorine,which exceed the permissible limits for discharge into wetlands or environmentally sensitive areas. Comply with the requirements of all regulatory agencies in the disposal of all water used in the Project. Include a description and details for disposal of this water in a Plan of Action per SECTION 0135 00 SPECIAL PROCEDURES. Do not use the Owner's wastewater system for disposal of contaminated water. 1.14 WINDSTORM CERTIFICATION A. All affected materials and installation shall comply with Texas Department of Insurance Requirements for windstorm resistant construction for design wind speed as required by the current version of the International Building Code (IBC). When applicable, Contractor shall be responsible for contracting with a licensed structural engineer in the State of Texas to perform all inspections and provide documentation for windstorm certification to the Texas Board of Insurance. The Contractor shall be responsible for providing all necessary design/assembly documentation for all new windows, doors, louvers, etc.to the windstorm engineer/inspectors required to conform with the requirements of the Texas Department of Insurance. 2.00 PRODUCTS 2.01 MATERIALS A. Provide materials that comply with Laws and Regulations. 3.00 EXECUTION 3.01 CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY CONTROLS A. Construct temporary controls in accordance with Laws and Regulations. B. Maintain controls in accordance with regulatory requirements where applicable, or in accordance with the requirements of the Contract Documents. C. Remove temporary controls when no longer required, but before the Project is complete. Correct any damage or pollution that occurs as the result of removing controls while they are still required. END OF SECTION Temporary Controls 015700-6 Leopard St.—Palm Dr.to Crosstown Expressway(Bond 2012) (Project No. E12103) Rev 8/2019 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 020100 SURVEY MONUMENTS 1. DESCRIPTION This specification shall govern all work required for furnishing and installing survey monuments as required to complete the project. 2. MATERIALS a) Brass Monument Marker: 21/4" diameter brass disk with 31/2" anchor rod to be provided by the City. b) Concrete: Class A, in accordance with Section 030020 "Portland Cement Concrete". c) Rebar: No. 5 deformed bar, 3�/2 feet long, in accordance with Section 032020 "Reinforcing Steel". 3. CONSTRUCTION METHODS The location of survey markers shall be established in the field by the Engineer and/or his representative Surveyor. The Engineer and/or his representative Surveyor will provide four off-set stakes with intersecting string line for precise location of horizontal alignment to which the brass disk shall be positioned. The Contractor shall excavate hole and set formwork Forms shall be placed to a tolerance which allows the precise position of the brass disk to be within one inch of the center of the concrete base. The Contractor shall place concrete in accordance with City Standard Specification Section 038000 "Concrete Structures". At the appropriate time, the Contractor shall place the brass disk(provided by the City)to its precise position in the uncured concrete. The brass disk shall be placed to within 1/4" tolerance of its intended location. Positioning of the base and brass disk will be checked by the Engineer and/or his representative Surveyor. Non-compliance with specified tolerances shall result in replacement at the Contractor's expense. The properly furnished survey monument shall be neat in appearance with the exposed brass face free of cement mortar and constructed to an elevation of approximately one inch of finished grade. (See Survey Markers Detail on the following page.) 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, survey monuments shall be measured as individual units for each monument placed. Payment shall be at the unit price bid,which price shall constitute full compensation for all work, materials, labor, equipment, tools and incidentals required to install the survey monuments complete in-place. 020100 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 I. 17 SILVER.SOLDER _r 6 R 1 I iJ2'rC).D,X.Ct6v I 1 14 B.$S..GA. BRASS TUBING ice N W4 DISC DETAIL, MTS. A A 0 t PLAN sommmmommor � 12" TOP ELEV. APPROX. I ABOVE NATURAL GROUND—,,, 1"CHAMFER "` •. • �RESAR 2:" +CLEAR .t• ��, �` NM 5 REBAR e-6LONG r• CLASS ACONCRETE SECTION A-A SURVEY MARKERS DETAIL 020100 Page 2of2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 021020 SITE CLEARING AND STRIPPING 1. DESCRIPTION This specification shall govern all work necessary for clearing, grubbing and stripping of objectionable matter as required to complete the project, and shall include removing and disposing of trees, stumps, brush, roots, vegetation, rubbish and other objectionable matter from the project site. 2. CONSTRUCTION METHODS The site shall be cleared of all trees, stumps, brush, roots, vegetation, rubbish and other objectionable matter as indicated on the drawings and/or as directed by the Engineer or his designated representative. Tree stumps and roots shall be grubbed to a minimum depth of 2 feet below natural ground or 2 feet below base of subgrade, whichever is lower. Areas that underlie compacted backfill shall be stripped of all vegetation, humus and other objectionable matter encountered within the top six (6) inches of the soil. All material removed from the site under this operation shall become the Contractor's responsibility. The material shall be disposed of either at a disposal site indicated on the drawings or at a disposal site obtained by the Contractor. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, site clearing and stripping or clear right-of-way shall be measured by the acre. Payment shall be full compensation for all labor, equipment, tools and incidentals necessary for removing, handling, and disposing of objectionable matter from the site as indicated above. 021020 Page 1of1 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 021040 SITE GRADING 1. DESCRIPTION This specification shall govern all work necessary for backfill and grading of the site to complete the project. 2. CONSTRUCTION METHODS Prior to site grading, the site shall be cleared in accordance with City Standard Specification Section 021020 "Site Clearing and Stripping". Unless specified otherwise on the drawings, the existing surface shall be loosened by scarifying or plowing to a depth of not less than six (6) inches. The loosened material shall be recompacted with fill required to bring the site to the required grades and elevations indicated on the plans. Fill shall be uniform as to material, density and moisture content. Fill shall be free of large clods, large rocks, organic matter, and other objectionable material. No fill that is placed by dumping in a pile or windrow shall be incorporated into a layer in that position; all such piles and windrows shall be moved by blading or similar method. All fill shall be placed in layers approximately parallel to the finish grade in layers not to exceed six (6) inches of uncompacted depth, unless indicated otherwise on drawings. The fill shall be compacted to a density which approximates that of natural ground unless indicated otherwise on drawings. The Engineer may order proof rolling to test the uniformity of compaction. All irregularities, depressions and soft spots that develop shall be corrected by the Contractor. Excess material from excavation, which is not incorporated into the site as fill, shall be become property of the Contractor and disposed of away from the job site, unless indicated otherwise on the drawings. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, site grading shall not be measured for pay,but shall be considered subsidiary to other work. 021040 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 021080 REMOVING ABANDONED STRUCTURES 1. DESCRIPTION This specification shall provide for the demolition,removal and disposal of abandoned structures or portions of abandoned structures, as noted on the drawings, and shall include all excavation and backfilling necessary to complete the removal. The work shall be done in accordance with the provisions of these specifications. 2. METHOD OF REMOVAL Culverts or Sewers. Pipe shall be removed by careful excavation of all dirt on top and the sides in such manner that the pipe will not be damaged. Removal of sewer appurtenances shall be included for removal with the pipe. Those pipes which are deemed unsatisfactory for reuse by the Engineer may be removed in any manner the Contractor may select. Concrete Structures. Unwanted concrete structures or concrete portions of structures shall be removed to the lines and dimensions shown on the drawings, and these materials shall be disposed of as shown on the drawings or as directed by the Engineer. Any portion of the existing structure outside of the limits designated for removal which is damaged by the Contractor's operations shall be restored to its original condition at the Contractor's entire expense. Explosives shall not be used in the removal of portions of the existing structure unless approved by the Engineer, in writing. Portions of the abandoned structure shall be removed to the lines and dimensions shown on the plans, and these materials shall be disposed of as shown on the drawings or as directed by the Engineer. Any portion of the existing structure, outside of the limits designated for removal, damaged during the operations of the Contractor, shall be restored to its original condition entirely at the Contractor's expense. Explosives shall not be used in the removal of portions of the existing structure unless approved by the Engineer, in writing. Concrete portions of structures below the permanent ground line, which will not interfere in any manner with the proposed construction, may be left in place, but removal shall be carried at least five (5) feet below the permanent ground line and neatly squared off. Reinforcement shall be cut off close to the concrete. Steel Structures. Steel structures or steel portions of structures shall be dismantled in sections as determined by the Engineer. The sections shall be stored if the members are to be salvaged and reused. Rivets and bolts connecting steel railing members, steel beams of beam spans and steel stringers of truss spans, shall be removed by butting the heads with a "cold cut" and punching or drilling from the hole, or by such other method that will not injure the members for re-use and will meet the approval of the Engineer. The removal of rivets and bolts from connections of truss 021080 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 members, bracing members, and other similar members in the structure will not be required unless specifically called for on the plans or special provisions, and the Contractor shall have the option of dismantling these members by flame-cutting the members immediately adjacent to the connections. Flame-cutting will not be permitted, however, when the plans or special provisions call for the structure unit to be salvaged in such manner as to permit re-erection. In such case, all members shall be carefully matchmarked with paint in accordance with diagrams furnished by the Engineer prior to dismantling, and all rivets and bolts shall be removed from the connections in the manner specified in the first portion of this paragraph. Timber Structures. Timber structures or timber portions of structures to be reused shall be removed in such manner as to damage the timber for further use as little as possible. All bolts and nails shall be removed from such lumber as deemed salvable by the Engineer. Unless otherwise specified on the drawings, timber piles shall be either pulled or cut off at the point not less than five (5) feet below ground line, with the choice between these two methods resting with the Contractor,unless otherwise specified. Brick or Stone Structures. Unwanted brick or stone structures or stone portions of structures shall be removed. Portions of such structures below the permanent ground line, which will not in any manner interfere with the proposed construction, may be left in place, but removal shall be carried at least five(5)feet below the permanent ground line and neatly squared off. Salvage. All material such as pipe, timbers,railings, etc.,which the Engineer deems as salvable for reuse, and all salvaged structural steel, shall be delivered to a designated storage area. Materials, other than structural steel, which are not deemed salvable by the Engineer, shall become the property of the Contractor and shall be removed to suitable disposal sites off of the right-of-way arranged for by the Contractor, or otherwise disposed of in a manner satisfactory to the Engineer. Where temporary structures are necessary for a detour adjacent to the present structure, the Contractor will be permitted to use the material in the old structure for the detour structure, but he shall dismantle and stack or dispose of the material as required above as soon as the new structure is opened for traffic. Backfill. All excavations made in connection with this specification and all openings below the natural ground line caused by the removal of abandoned structures or portions thereof shall be backfilled to the level of the original ground line, unless otherwise provided on the drawings. Backfill in accordance with applicable requirements of Sections 022020 "Excavation and Backfill for Utilities" and 022080 "Embankment". All open ends of abandoned pipe or other structures shall be filled or plugged as specified. That portion of the backfill which will support any portion of the roadbed, embankment, levee, or other structural feature shall be placed in layers of the same depth as those required for placing 021080 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 embankment, maximum 10" loose lifts unless otherwise specified. Material in each layer shall be wetted uniformly, if required, and shall be compacted to a minimum of 95% Standard Proctor density, unless otherwise specified. In places inaccessible to blading and rolling equipment, mechanical or hand tamps or rammers shall be used to obtain the required compaction. That portion of the backfill which will not support any portion of the roadbed, embankment, or other structural feature shall be placed as directed by the Engineer in such manner and to such state of compaction as will preclude objectionable amount of settlement, maximum 10" loose lifts to minimum 95% Standard Proctor density unless otherwise specified. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the work governed by this specification shall not be measured for pay,but shall be subsidiary to the project. 021080 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 022020 EXCAVATION AND BACKFILL FOR UTILITIES 1. DESCRIPTION This specification shall govern all work for excavation and backfill for utilities required to complete the project. 2. CONSTRUCTION (1) Unless otherwise specified on the drawings or permitted by the Engineer, all pipe and conduit shall be constructed in open cut trenches with vertical sides. Trenches shall be sheathed and braced as necessary throughout the construction period. Sheathing and bracing shall be the responsibility of the Contractor (refer to Section 022022 "Trench Safety for Excavations" of the City Standard Specifications). Trenches shall have a maximum width of one foot beyond the horizontal projection of the outside surfaces of the pipe and parallel thereto on each side unless otherwise specified. The Contractor shall not have more than 200 feet of open trench left behind the trenching operation and no more than 500 feet of ditch behind the ditching machine that is not compacted as required by the plans and specifications. No trench or excavation shall remain open after working hours. For all utility conduit and sewer pipe to be constructed in fill above natural ground, the embankment shall first be constructed to an elevation not less than one foot above the top of the pipe or conduit, after which excavation for the pipe or conduit shall be made. If quicksand, muck, or similar unstable material is encountered during the excavation, the following procedure shall be used unless other methods are called for on the drawings. If the unstable condition is a result of ground water,the Contractor,prior to additional excavation, shall control it. After stable conditions have been achieved,unstable soil shall be removed or stabilized to a depth of 2 feet below the bottom of pipe for pipes 2 feet or more in height;and to a depth equal to the height of pipe, 6 inches minimum,for pipes less then 2 feet in height. Such excavation shall be carried at least one foot beyond the horizontal limits of the structure on all sides. All unstable soil so removed shall be replaced with suitable stable material, placed in uniform layers of suitable depth as directed by the Engineer,and each layer shall be wetted, if necessary, and compacted by mechanical tamping as required to provide a stable condition. For unstable trench conditions requiring outside forms, seals, sheathing and bracing, any additional excavation and backfill required shall be done at the Contractor's expense. (2) Shaping of Trench Bottom. The trench bottom shall be undercut a minimum depth sufficient to accommodate the class of bedding indicated on the plans and specifications. 022020 Page 1 of 4 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (3) Dewatering Trench. Pipe or conduit shall not be constructed or laid in a trench in the presence of water. All water shall be removed from the trench sufficiently prior to the pipe or conduit planing operation to insure a relatively dry (no standing water), firm bed. The trench shall be maintained in such dewatered condition until the trench has been backfilled to a height at lease one foot above the top of pipe. Removal of water may be accomplished by bailing,pumping,or by installation of well-points,as conditions warrant. Removal of well- points shall be at rate of 1/3 per 24 hours (every third well-point). The Contractor shall prevent groundwater from trench or excavation dewatering operations from discharging directly into the storm water system. Groundwater from dewatering operations shall be sampled and tested, if applicable, and disposed of, in accordance with City Standard Specification Section 022021 "Control of Ground Water". (4) Excavation in Streets. Excavation in streets,together with the maintenance of traffic where specified, and the restoration of the pavement riding surface, shall be in accordance with drawing detail or as required by other applicable specifications. (5) Removing Abandoned Structures. When abandoned masonry structures or foundations are encountered in the excavation, such obstructions shall be removed for the full width of the trench and to a depth one foot below the bottom of the trench. When abandoned inlets or manholes are encountered and no plan provision is made for adjustment or connection to the new utility,such manholes and inlets shall be removed completely to a depth one foot below the bottom of the trench. In each instance,the bottom to the trench shall be restored to grade by backfilling and compacting by the methods provided hereinafter for backfill. Where the trench cuts through utility lines which are known to be abandoned, these lines shall be cut flush with the sides of the trench and blocked with a concrete plug in a manner satisfactory to the Engineer. (6) Protection of Utilities. The Contractor shall conduct his work such that a reasonable minimum of disturbance to existing utilities will result. Particular care shall be exercised to avoid the cutting or breakage of water and gas lines. Such lines, if broken, shall be restored promptly by the Contractor. When active wastewater lines are cut in the trenching operations, temporary flumes shall be provided across the trench while open, and the lines shall be restored when the backfilling has progressed to the original bedding line of the sewer so cut. The Contractor shall inform utility owners sufficiently in advance of the Contractor's operations to enable such utility owners to reroute, provide temporary detours, or to make other adjustments to utility lines in order that the Contractor may proceed with his work with a minimum of delay. The Contractor shall not hold the City liable for any expense due to delay or additional work because of utility adjustments or conflicts. (7) Excess Excavated Material. All materials from excavation not required for backfilling the trench shall be removed by the Contractor from the job site promptly following the completion of work involved. 022020 Page 2 of 4 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (8) Backfill A. Backfill Procedure Around Pipe (Initial Backfill) All trenches and excavation shall be backfilled as soon as is practical after the pipes or conduits are properly laid. In addition to the specified pipe bedding material, the backfill around the pipe as applicable shall be granular material as shown on the standard details or as described in the applicable specification section, and shall be free of large hard lumps or other debris. If indicated on the plans, pipe shall be encased with cement-stabilized sand backfill as described below. The backfill shall be deposited in the trench simultaneously on both sides of the pipe for the full width of the trench, in layers not to exceed ten(10)inches (loose measurement), wetted if required to obtain proper compaction, and thoroughly compacted by use of mechanical tampers to a density comparable to the adjacent undisturbed soil or as otherwise specified on the plans,but not less than 95%Standard Proctor density. A thoroughly compacted material shall be in place between the external wall of the pipe and the undisturbed sides of the trench and to a level twelve (12) inches above the top of the pipe. B. Backfill Over One Foot Above Pipe (Final Backfill) UNPAVED AREAS: The backfill for that portion of trench over one(1)foot above the pipe or conduit not located under pavements (including waterlines, gravity wastewater lines, wastewater force mains and reinforced concrete storm water pipe) shall be imported select material or clean, excess material from the excavation meeting the following requirements: Free of hard lumps, rock fragments, or other debris, No clay lumps greater than 2" diameter Moisture Content: +/-3% Backfill material shall be placed in layers not more than ten (10) inches in depth (loose measurement),wetted if required to obtain proper compaction,and thoroughly compacted by use of mechanical tampers to the natural bank density but not less than 95%Standard Proctor density,unless otherwise indicated. Flooding of backfill is not allowed. Jetting of backfill may only be allowed in sandy soils and in soils otherwise approved by the Engineer. Regardless of backfill method, no lift shall exceed 10 inches and density shall not be less than 95% Standard Proctor density. A period of not less than twenty-four(24) hours shall elapse between the time of jetting and the placing of the top four (4) feet of backfill. If jetting is used, the top four (4) feet of backfill shall be placed in layers not more than 10 inches in depth (loose measurement), wetted if required to obtain proper compaction, and thoroughly compacted by use of mechanical tampers to the natural bank density but not less than 95% Standard Proctor density (ASTM D698). PAVED AREAS: At utility line crossings under pavements (including waterlines, gravity wastewater lines, wastewater force mains, and reinforced concrete storm water pipe), and where otherwise indicated on the drawings, trenches shall be backfilled as shown below: From top of initial backfill (typically twelve (12) inches above top of the pipe)to three (3) feet below bottom of road base course, backfill shall be select material meeting the requirements of 022100 "Select Material". 022020 Page 3 of 4 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Asphalt Roadways The upper three (3) feet of trench below the road base course shall be backfilled to the bottom of the road base course with cement-stabilized sand containing a minimum of 2 sacks of Standard Type I Portland cement per cubic yard of sand and compacted to not less than 95% Standard Proctor density. Concrete Roadways The Contractor may elect to backfill the upper three (3) feet of trench below the road base course with cement stabilized sand as noted above, or in the case of storm water pipe or box installation the Contractor may backfill and compact select material to 98% Standard Proctor density (ASTM D698)following City Standard Specification Section 022100. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, excavation and backfill for utilities, including select material or cement-stabilized sand backfill,shall not be measured and paid for separately. It shall be considered subsidiary to the items for which the excavation and backfill is required. 022020 Page 4 of 4 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 022021 CONTROL OF GROUND WATER 1. GENERAL 1.1 SECTION INCLUDES A. Dewatering, depressurizing, draining, and maintaining trenches, shaft excavations, structural excavations, and foundation beds in a stable condition, and controlling ground water conditions for tunnel excavations. B. Protection of excavations and trenches from surface runoff. C. Disposing of removed ground water by approved methods. 1.2 REFERENCES A. ASTM D 698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5-lb (2.49 kg) Rammer and 12-inch (304.8 mm) Drop. B. Federal Regulations, 29 CFR Part 1926, Standards-Excavation, Occupational Safety and Health Administration (OSHA). C. Federal Register 40 CFR (Vol. 55, No. 222)Part 122, EPA Administered Permit Programs (NPDES), Para.122.26(b)(14) Storm Water Discharge. 1.3 DEFINITIONS A. Ground water control includes both dewatering and depressurization of water-bearing soil layers. 1. Dewatering includes lowering the water table and intercepting seepage which would otherwise emerge from slopes or bottoms of excavations, or into tunnels and shafts, and disposing of removed ground water by approved methods. The intent of dewatering is to increase the stability of tunnel excavations and excavated slopes; prevent dislocation of material from slopes or bottoms of excavations; reduce lateral loads on sheeting and bracing; improve excavating and hauling characteristics of excavated material; prevent failure or heaving of the bottom of excavations; and to provide suitable conditions for placement of backfill materials and construction of structures,piping and other installations. 2. Depressurization includes reduction in piezometric pressure within strata not controlled by dewatering alone, as required to prevent failure or heaving of excavation bottom or instability of tunnel excavations. B. Excavation drainage includes keeping excavations free of surface and seepage water. 022021 Page 1 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Surface drainage includes the use of temporary drainage ditches and dikes and installation of temporary culverts and sump pumps with discharge lines as required to protect the Work from any source of surface water. D. Equipment and instrumentation for monitoring and control of the ground water control system includes piezometers and monitoring wells, and devices, such as flow meters, for observing and recording flow rates. 1.4 PERFORMANCE REQUIREMENTS A. Conduct subsurface investigations as needed to identify ground water conditions and to provide parameters for design, installation, and operation of ground water control systems. B. Design a ground water control system, compatible with requirements of Federal Regulations 29 CFR Part 1926 and City Standard Specification Section 022022 - Trench Safety for Excavations, to produce the following results: 1. Effectively reduce the hydrostatic pressure affecting: a) Excavations (including utility trenches); b) Tunnel excavation, face stability or seepage into tunnels. 2. Develop a substantially dry and stable subgrade for subsequent construction operations. 3. Preclude damage to adjacent properties, buildings, structures, utilities, installed facilities, and other work. 4. Prevent the loss of fines, seepage, boils, quick condition, or softening of the foundation strata. 5. Maintain stability of sides and bottom of excavations. C. Provide ground water control systems which may include single-stage or multiple-stage well point systems, eductor and ejector-type systems, deep wells, or combinations of these equipment types. D. Provide drainage of seepage water and surface water, as well as water from any other source entering the excavation. Excavation drainage may include placement of drainage materials, such as crushed stone and filter fabric, together with sump pumping. E. Provide ditches, berms,pumps and other methods necessary to divert and drain surface water away from excavations. F. Locate ground water control and drainage systems so as not to interfere with utilities, construction operations, adjacent properties, or adjacent water wells. 022021 Page 2 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 G. Assume sole responsibility for ground water control systems and for any loss or damage resulting from partial or complete failure of protective measures, and any settlement or resultant damage caused by the ground water control operations. Modify ground water control systems or operations if they cause or threaten to cause damage to new construction, existing site improvements, adjacent property, or adjacent water wells, or affect potentially contaminated areas. Repair damage caused by ground water control systems or resulting from failure of the system to protect property as required. H. Provide an adequate number of piezometers installed at the proper locations and depths as required to provide meaningful observations of the conditions affecting the excavation, adjacent structures, and water wells. L Provide environmental monitoring wells installed at the proper locations and depths as required to provide adequate observations of hydrostatic conditions and possible contaminant transport from contamination sources into the work area or into the ground water control system. J. Decommission piezometers and monitoring wells installed during design phase studies and left for Contractors monitoring and use, if applicable. 1.5 ENVIRONMENTAL REQUIREMENTS A. Comply with requirements of agencies having jurisdiction. B. Comply with Texas Commission on Environmental Quality (TCEQ)regulations and Texas Water Well Drillers Association for development, drilling, and abandonment of wells used in dewatering system. C. Prior to beginning construction activities, file Notice of Intent(NOI) for Storm Water Discharges Associated with Construction Activity under the Texas Pollutant Elimination System (TPDES) General Permit No. TXR150000, administered by the Texas Commission on Environmental Quality (TCEQ). The general permit falls under the provisions of Section 402 of the Clean Water Act and Chapter 26 of the Texas Water Code. D. Prepare submittal form and submit to TCEQ along with application fee. E. Upon completion of construction, file Notice of Termination (NOT) for Storm Water Discharges Associated with Construction Activity under the TPDES General Permit with the TCEQ. F. Obtain all necessary permits from agencies with control over the use of ground water and matters affecting well installation, water discharge, and use of existing storm drains and natural water sources. Because the review and permitting process may be lengthy, take early action to pursue and submit for the required approvals. G. Monitor ground water discharge for contamination while performing pumping in the vicinity of potentially contaminated sites. 022021 Page 3 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 H. Conduct sampling and testing of ground water and receiving waters as outlined in Article 3 below. 2. PRODUCTS 2.1 EQUIPMENT AND MATERIALS A. Equipment and materials are at the option of Contractor as necessary to achieve desired results for dewatering. B. Eductors, well points, or deep wells, where used, shall be furnished, installed and operated by an experienced contractor regularly engaged in ground water control system design, installation, and operation. C. All equipment must be in good repair and operating order. D. Sufficient standby equipment and materials shall be kept available to ensure continuous operation, where required. 3. EXECUTION 3.1 GROUND WATER CONTROL A. Perform a subsurface investigation by borings as necessary to identify water bearing layers, piezometric pressures, and soil parameters for design and installation of ground water control systems. Perform pump tests, if necessary to determine the drawdown characteristics of the water bearing layers. B. Provide labor, material, equipment, techniques and methods to lower, control and handle ground water in a manner compatible with construction methods and site conditions. Monitor effectiveness of the installed system and its effect on adjacent property. C. Install, operate, and maintain ground water control systems in accordance with the ground water control system design. Notify the City's Construction Inspector in writing of any changes made to accommodate field conditions and changes to the Work. Revise the ground water control system design to reflect field changes. D. Provide for continuous system operation, including nights, weekends, and holidays. Arrange for appropriate backup if electrical power is primary energy source for dewatering system. E. Monitor operations to verify that the system lowers ground water piezometric levels at a rate required to maintain a dry excavation resulting in a stable subgrade for prosecution of subsequent operations. F. Where hydrostatic pressures in confined water bearing layers exist below excavation, depressurize those zones to eliminate risk of uplift or other instability of excavation or installed 022021 Page 4 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 works. Allowable piezometric elevations shall be defined in the ground water control system design. G. Remove ground water control installations. 1. Remove pumping system components and piping when ground water control is no longer required. 2. Remove piezometers and monitoring wells when directed by the City Engineer. 3. Grout abandoned well and piezometer holes. Fill piping that is not removed with cement- bentonite grout or cement-sand grout. H. During backfilling, dewatering may be reduced to maintain water level a minimum of 5 feet below prevailing level of backfill. However, do not allow that water level to result in uplift pressures in excess of 80 percent of downward pressure produced by weight of structure or backfill in place. Do not allow water levels to rise into cement stabilized sand until at least 48 hour after placement. L Provide a uniform diameter for each pipe drain run constructed for dewatering. Remove pipe drain when it has served its purpose. If removal of pipe is impractical,provide grout connections at 50-foot intervals and fill pipe with cement-bentonite grout or cement-sand grout when pipe is removed from service. J. Extent of construction ground water control for structures with a permanent perforated underground drainage system may be reduced, such as for units designed to withstand hydrostatic uplift pressure. Provide a means for draining the affected portion of underground system, including standby equipment. Maintain drainage system during operations and remove it when no longer required. K. Remove system upon completion of construction or when dewatering and control of surface or ground water is no longer required. L. In unpaved areas, compact backfill to not less than 95 percent of Standard Proctor maximum dry density in accordance with ASTM D 698. In paved areas (or areas to receive paving), compact backfill to not less than 98 percent of Standard Proctor maximum dry density in accordance with ASTM D 698. 3.2 REQUIREMENTS FOR EDUCTOR, WELL POINTS, OR DEEP WELLS A. For above ground piping in ground water control system, include a 12-inch minimum length of clear, transparent piping between every eductor well or well point and discharge header so that discharge from each installation can be visually monitored. B. Install sufficient piezometers or monitoring wells to show that all trench or shaft excavations in water bearing materials are pre-drained prior to excavation. Provide separate piezometers for 022021 Page 5 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 monitoring of dewatering and for monitoring of depressurization. Install piezometers and monitoring wells for tunneling as appropriate for Contractor's selected method of work. C. Install piezometers or monitoring wells not less than one week in advance of beginning the associated excavation (including trenching). D. Dewatering may be omitted for portions of underdrains or other excavations, but only where auger borings and piezometers or monitoring wells show that soil is pre-drained by an existing system such that the criteria of the ground water control system design are satisfied. E. Replace installations that produce noticeable amounts of sediments after development. F. Provide additional ground water control installations, or change the methods, in the event that the installations according to the ground water control system design do not provide satisfactory results based on the performance criteria defined by the ground water control system design and by these specifications. 3.3 EXCAVATION DRAINAGE A. Contractor may use excavation drainage methods if necessary to achieve well drained conditions. The excavation drainage may consist of a layer of crushed stone and filter fabric, and sump pumping in combination with sufficient wells for ground water control to maintain stable excavation and backfill conditions. 3.4 MAINTENANCE AND OBSERVATION A. Conduct daily maintenance and observation of piezometers or monitoring wells while the ground water control installations or excavation drainage are operating in an area or seepage into tunnel is occurring. Keep system in good condition. B. Replace damaged and destroyed piezometers or monitoring wells with new piezometers or wells as necessary to meet observation schedule. C. Cut off piezometers or monitoring wells in excavation areas where piping is exposed, only as necessary to perform observation as excavation proceeds. Continue to maintain and make observations, as specified. D. Remove and grout piezometers inside or outside the excavation area when ground water control operations are complete. Remove and grout monitoring wells when directed by the City Engineer. 3.5 MONITORING AND RECORDING A. Monitor and record average flow rate of operation for each deep well, or for each wellpoint or eductor header used in dewatering system. Also monitor and record water level and ground water recovery. These records shall be obtained daily until steady conditions are achieved, and twice weekly thereafter. 022021 Page 6 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. Observe and record elevation of water level daily as long as ground water control system is in operation, and weekly thereafter until the Work is completed or piezometers or wells are removed, except when City Engineer determines that more frequent monitoring and recording are required. Comply with Construction Inspector's direction for increased monitoring and recording and take measures as necessary to ensure effective dewatering for intended purpose. 3.6 SAMPLING, TESTING AND DISPOSAL OF GROUND WATER A. It is the intent that the Contractor discharge groundwater primarily into the existing storm water system in accordance with City Ordinance, Article XVI, Section 55-203, only if the groundwater is uncontaminated and the quality of the ground water is equal to or better than the quality of the receiving stream. B. The Contractor shall prevent ground water from trench or excavation dewatering operations from discharging directly into the storm water system prior to testing and authorization. Ground water from dewatering operations shall be sampled and tested, and disposed of by approved methods. C. Laboratory analysis of groundwater and receiving water quality is to be performed by the Contractor at the Contractor's expense,prior to commencing discharge, and groundwater analysis shall be performed by the Contractor at a minimum of once per week. Contractor shall coordinate with the City Storm Water Department on all laboratory analysis. Laboratory analysis of groundwater shall also be performed at each new area of construction prior to discharge from that location. D. Sample containers, holding times,preservation methods, and analytical methods, shall either follow the requirements in 40 CFR Part 136 (as amended), or the latest edition of"Standard Methods for the Examination of Water and Wastewater." Any laboratory providing analysis must be accredited or certified by the Texas Commission on Environmental Quality according to Title 30 Texas Administrative Code (30 TAC) Chapters 25 for the matrices, methods, and parameters of analysis, if available, or be exempt according to 30 TAC §25.6. E. Analysis of the ground water discharge shall show it to be equal to or better than the quality of the first natural body of receiving water. This requires testing of both the receiving water and a sample of the ground water. All parts of this procedure shall be complete prior to any discharge of ground water to the storm water system. F. Steps to Determine Legitimate Discharge: 1. Identify the First Receiving Water. a) When the first body of water is a fresh water system (Nueces River or Oso Creek), the analysis typically fails because the local ground water will likely be too high in Total Dissolved Solids (TDS). In the case of a perched aquifer, the ground water may turn out fairly fresh, but local experience shows this to be unlikely. b) If the receiving water is a marine environment,proceed with Step 2 below to compare the ground water quality to receiving water quality. 022021 Page 7 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. Compare Ground Water Discharge Quality to Receiving Water Quality. The following table, Ground Water Discharge Limits, indicates that the parameters to compare to the receiving water are Total Dissolved Solids (TDS) and Total Suspended Solids (TSS). If the ground water results are equal to or better than the receiving water, then the discharge may be authorized as long as the discharge does not exceed the other parameters which would indicate hydrocarbon contamination. Note that the receiving water only needs to be tested initially as a baseline and the ground water shall be tested weekly to ensure compliance. GROUND WATER DISCHARGE LIMITS Ground Receiving Water Water Monitoring Monitoring Maximum Parameter Frequency Frequency Limitation Total Dissolved Once Prior to Solids (TDS) Initial +Weekly Discharge <Receiving Water Total Suspended Once Prior to Solids (TSS) Initial +Weekly Discharge <Receiving Water Total Petroleum Hydrocarbons Initial +Weekly 15 mg/L Total Lead Initial +Weekly 0.1 mg/L Benzene Initial +Weekly 0.005 mg/L Total BTEX Initial +Weekly 0.1 mg/L Polynuclear Aromatic Hydrocarbons Initial +Monthly 0.01 m /L 3. Analyze Ground Water for Hydrocarbon Contamination. All other parameters listed on the Ground Water Discharge Limits table must be analyzed prior to ground water discharge to the storm water system. If no limits are exceeded, ground water discharge to the storm water system may be authorized following notification to the MS4 operator(City of Corpus Christi) and all Pollution Prevention Measures for the project are in place. Analytical results shall be on-site or readily available for review by local, state or federal inspectors. Note that this step is frequently done simultaneously with Step 2 above to shorten analytical processing time. 4. Pollution Prevention Measures. A storm water pollution prevention plan or pollution control plan shall be developed and implemented prior to any ground water discharges to the storm water system. The plan's objectives are to limit erosion and scour of the storm water system, and minimize Total Suspended Solids (TSS) and other forms of contamination, and prevent any damage to the storm water system. Note that ground water discharges must cease immediately upon the first recognition of contamination, either by sensory or analytical methods. If the discharge of groundwater results in any damages to the storm water system, the responsible party 022021 Page 8 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 shall remediate any damage to the storm water system and the environment to the satisfaction of the Storm Water Department and/or any State or Federal Regulatory Agency. 5. MS4 Operator Notification. The MS4 operator shall be notified prior to ground water discharge to the storm water system. Contractor shall contact the designated City MS4 representative to request authorization to discharge ground water to the storm water system. Notification shall include: Project Name: Responsible Parry: Discharge Location: Receiving Water: Estimated Time of Discharge: Linear Project: Yes /No Pollution Prevention Measures Implemented: Statement indicating all sampling and testing has been conducted and meets the requirements of a legitimate discharge. G. Discharges to Wastewater System In the event that the groundwater does not equal or exceed the receiving water quality, an alternative disposal option would include pumping to the nearest sanitary sewer system. Discharge to the sanitary sewer system requires a permit from the Wastewater Department. If discharging to temporary holding tanks and trucking to a sanitary sewer or wastewater treatment plant, the costs for these operations shall be negotiated. Contractor shall contact the Pretreatment Group for City Utility Operations to obtain a Wastewater Discharge Permit Application for authorization to discharge to the wastewater system. Authorization approval will include review of laboratory analysis of the ground water and estimated flow data. Note that groundwater discharges must cease immediately upon the first recognition of contamination, either by sensory or analytical methods. If the discharge of groundwater results in any damages to the wastewater collection system or wastewater overflows, the responsible parry shall remediate any damage to the wastewater collection system and the environment to the satisfaction of the Wastewater Department and/or any State or Federal Regulatory Agency. H. Other groundwater disposal alternatives or solutions may be approved by the Engineer on a case by case basis. 3.7 SURFACE WATER CONTROL A. Intercept surface water and divert it away from excavations through the use of dikes, ditches, curb walls,pipes, sumps or other approved means. B. Divert surface water into sumps and pump into drainage channels or storm drains, when 022021 Page 9 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 approved by the City Engineer. Provide settling basins when required by the City Engineer. C. Storm water that enters the excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by manmade berm(s)prior to entering the storm water system. Sheet flow and ponding is required to allow solids screening and/or settling prior to entering the storm water system. Storm water or groundwater shall not be discharged to private property. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, control of ground water will not be measured and paid for separately, but shall be considered subsidiary to other bid items. 022021 Page 10 of 10 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 022022 TRENCH SAFETY FOR EXCAVATIONS 1. DESCRIPTION This specification shall govern all work for providing for worker safety in excavations and trenching operations required to complete the project. 2. REQUIREMENTS Worker Safety in excavations and trenches shall be provided by the Contractor in accordance with Occupational Safety and Health Administration (OSHA) Standards, 29 CFR Part 1926 Subpart P - Excavations. It is the sole responsibility of the Contractor, and not the City or Engineer or Consultant, to determine and monitor the specific applicability of a safety system to the field conditions to be encountered on the job site during the project. The Contractor shall indemnify and hold harmless the City and Engineer and Consultant from all damages and costs that may result from failure of methods or equipment used by the Contractor to provide for worker safety. Trenches, as used herein, shall apply to any excavation into which structures, utilities, or sewers are placed regardless of depth. Trench Safety Plan, as used herein, shall apply to all methods and materials used to provide for worker safety in excavation and trenching operations required during the project. 3. MEASUREMENT AND PAYMENT Measurement of Trench Safety shall be by the linear foot of trench, regardless of depth. Measurement shall be taken along the centerline of the trench. Measurement for Excavation Safety for Utility Structures shall be per each excavation. Excavations include, but are not limited to, those for manholes, vaults, pits and other such structures that are incidental to utility work. Measurement for Excavation Safety for Special Structures shall be per each excavation or by the lump sum for each special structure identified in the Proposal. Payment shall be at the unit price bid and shall fully compensate the Contractor for all work, equipment, materials,personnel, and incidentals as required to provide for worker safety in trenches and excavations for the project. Revision current for Texas Code Chapter 756 Subchapter C. Trench Safety. 022022 Page 1of1 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 022040 STREET EXCAVATION 1. DESCRIPTION This specification shall govern all work for Street Excavation required to complete the project. 2. CONSTRUCTION METHODS (A) Stripping and Excavation Strip the top 6 inches in all areas to underlay compacted fill, curbs, base or pavement, by removing all humus, vegetation and other unsuitable materials. Unless otherwise noted, remove existing trees, shrubs, fences, curb, gutter, sidewalk, drives, paving, pipe and structures and other items within the graded area which interfere with new construction of finished grading. All suitable excavated materials shall be utilized, insofar as practicable, in constructing the required roadway sections or in uniformly widening embankments, flattening slopes, etc., as directed by the Engineer, provided that the material meets the requirements for roadway embankment as specified in Article 3 below. Unwanted or unsuitable roadway excavation and roadway excavation in excess of that needed for construction shall become the property of the Contractor to be disposed of by him outside the limits of the right-of-way at a location suitable to the Engineer. "Unsuitable" material encountered below subgrade elevation in roadway cuts, when declared unwanted by the Engineer, shall be replaced as directed by the Engineer with suitable material from the roadway excavation or with other suitable material. Maintain moisture and density until covered and protected by the subbase or base course. Remove soft or wet areas found at any time, replace with suitable material, and recompact(especially utility trenches). (B) Subgrade Preparation That area shown on the drawings for street construction shall be cut to grade, scarified to a depth not less than 6 inches, or as otherwise indicated on the drawings, and compacted to 95% Standard Proctor density (ASTM D698) to within 0 to +3% of optimum moisture. The section may be accepted if no more than 1 in 5 of the most recent moisture or density tests is beyond+I%deviation from the required moisture or density requirement. Irregularities exceeding 1/2 inch in 16 feet shall be corrected. Soft areas found at anytime shall be removed, replaced with suitable material and compacted (especially at utility trenches). The correct moisture density relationship shall be maintained until the subgrade is protected. Excessive loss of moisture shall be prevented by sprinkling, sealing, or covering with a subsequent layer. Should the subgrade, due to any reason or cause, lose the required stability, density, or moisture before it is protected by placement of the next layer, it shall be re-compacted and refinished and retested at the expense of the Contractor until acceptable to the City. 022040 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (C) Curb Backfill and Topsoil (Sidewalks,Parkways, Islands, etc.) Fill and compact areas behind curbs and adjacent to sidewalks and driveways within 48 hours after completion of concrete work. The top 6 inches (where disturbed by construction or where unsatisfactory material is exposed by excavation) of finish earth grade shall be clean excavated material or topsoil capable of supporting a good growth of grass when fertilized and seeded or sodded. It shall be free of concrete, asphalt, shell, caliche, debris and any other material that detracts from its appearance or hampers the growth of grass. Topsoil shall meet the requirements specified in City Standard Specification Section 028020 "Seeding". (D) Matching Grades at Right-of-Way Line Finish grade at the property line shall be as shown on the drawings. The Engineer may require a reasonable amount of filling on private property where the sidewalk grade is above the property elevation. Use suitable material from the excavation. Unless otherwise directed, cuts at right-of- way lines shall be made at a slope of three horizontal to one vertical (3:1) or flatter. (E) Drainag During construction, the roadbed and ditches shall be maintained in such condition as to insure proper drainage at all times, and ditches and channels shall be so constructed and maintained as to avoid damage to the roadway section. All slopes which, in the judgment of the Engineer,require variation, shall be accurately shaped, and care shall be taken that no material is loosened below the required slopes. All breakage and slides shall be removed and disposed of as directed. 3. SELECTION OF ROADBED MATERIALS Where shown on the plans, Select Material shall be utilized to improve the roadbed, in which case the work shall be performed in such manner and sequence that suitable materials may be selected, removed separately, and deposited in the roadway within limits and at elevations required. Material used for roadway embankment shall meet the requirements of City Standard Specification Section 022100 Select Material. 4. GEOGRID If indicated on the drawings, geogrid shall be placed in the base layer according to the pavement details to provide a mechanically-stabilized aggregate base layer within the pavement structure. Geogrid shall be "Tensar TX5 Triaxial Geogrid", or pre-approved equivalent. Use (and approval) of a different product must be supported by documentation showing that the alternate pavement section will meet or exceed the required number of 18-kip equivalent single axle loads (ESAL) and structural number (SN) over the stated pavement design life, and the pavement design must be sealed and signed by a Texas professional engineer. Documentation must also include the structural design value used for the geogrid structural contribution, based on and supported by 022040 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 validated test data. Alternate pavement designs shall utilize the same structural design values for other pavement structural components (HMAC, base, sub-base) as used in the original pavement design, and the pavement designs must be approved by the Engineer and the geotechnical consultant. Contractor shall take care to protect geogrid from damage. Overlap edges of geogrid in accordance with the manufacturer's recommendations, but not less than 12 inches. Do not drive tracked equipment directly on the geogrid. Provide at least 6 inches of compacted aggregate base material over the geogrid before driving any tracked equipment over the geogrid area. Standard highway- legal rubber-tired trucks may drive over the geogrid at very slow speeds (less than 5 mph). Avoid turns and sudden starts and stops when driving on the geogrid. Any damaged geogrid shall be replaced by the Contractor at no additional cost to the City. Proper replacement shall consist of replacing the affected area adding 3 feet of geogrid in each direction beyond the limits of the affected area. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, street excavation shall be measured and paid for by the square yard to the limits shown on the drawings including excavation for street transitions. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, borrow material and incidentals necessary to complete the work. Unless otherwise specified on the Bid Form, compacted subgrade shall be measured and paid for by the square yard to the limits shown on the drawings. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, borrow material and incidentals necessary to complete the work. Unless otherwise specified on the Bid Form, geogrid shall be measured and paid for by the square yard to the limits shown on the drawings, excluding overlaps. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the work. All work required for disposing of waste, including hauling will not be paid for directly but shall be considered subsidiary to the various contract items. 022040 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 022100 SELECT MATERIAL 1. DESCRIPTION This specification shall govern the use of Select Material to be used to treat designated sections of roadways, embankments, trenches, etc. Select material shall be non-expansive sandy clay (CL) or clayey sand (SC), in accordance with the Unified Soil Classification System (ASTM D2487). Select Material shall meet the following requirements: Free of vegetation, hard lumps,rock fragments, or other debris No clay lumps greater than 2" diameter Liquid Limit(L.L.): <35 Plasticity Index (P.L)Range: 8 to 20 Moisture Content: as specified in the drawings 2. CONSTRUCTION METHODS Select material shall be mixed uniformly and placed in layers as indicated, not to exceed 10 inches loose depth (or 12 inches maximum for sanitary sewer trench backfill per City Standard Details for Sanitary Sewers). Unless otherwise specified, the material shall be compacted to a minimum of 95% Standard Proctor density. Each layer shall be complete before the succeeding layer is placed. The finished surface of the select material shall conform to the grade and section shown on the drawings. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, select material shall not be measured for pay, but shall be subsidiary to the appropriate bid item. 022100 Page 1of1 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 022420 SILT FENCE 1. DESCRIPTION This specification shall govern all work necessary for providing and installing silt fencing required to control sedimentation and erosion during construction of the project. 2. MATERIAL REQUIREMENTS A. Geotextile shall meet the requirements for temporary silt fence per AASHTO M288. B. Fence Reinforcement Materials: Silt fence reinforcement shall be one of the following systems. Type 1: Self-Supported Fence - This system consists of fence posts, spaced no more than 8- 1/2 feet apart, and geotextile without net reinforcement. Fence posts shall be a minimum of 42 inches long, embedded at least one (1) foot into the ground, and constructed of either wood or steel. Soft wood posts shall be at least 3 inches in diameter or nominal 2 x 4 inches in cross section and essentially straight. Hardwood posts shall be a minimum of 1.5 x 1.5 inches in cross section. Fabric attachment may be by staples or locking plastic ties at least every 6 inches, or by sewn vertical pockets. Steel posts shall be T or L shaped with a minimum weight of 1.3 pounds per foot. Attachment shall be by pockets or by plastic ties if the posts have suitable projections. Type 2: Net-Reinforced Fence - This system consists of fence posts, spaced no more than 8-1/2 feet apart, and geotextile with an attached reinforcing net. Fence posts shall meet the requirements of Self-Supported Fence. Net reinforcement shall be galvanized welded wire mesh of at least 12.5-gauge wire with maximum opening size of 4 x 2 inches. The fabric shall be attached to the top of the net by crimping or cord at least every 2 feet, or as otherwise specified. Type 3: Triangular Filter Dike - This system consists of a rigid wire mesh, at least 6-gauge, formed into an equilateral triangle cross-sectional shape with sides measuring 18 inches, wrapped with geotextile silt fence fabric. The fabric shall be continuously wrapped around the dike,with a skirt extending at least 12 inches from its upslope corner. C. Packaging Requirements: Prior to installation, the fabric shall be protected from damage due to ultraviolet light and moisture by either wrappers or inside storage. 022420 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 D. Certification and Identification: Each lot or shipment shall be accompanied by a certification of conformance to this specification. The shipment must be identified by a ticket or by labels securely affixed to the fabric rolls. This ticket or label must list the following information: a. Name of manufacturer or supplier b. Brand name and style C. Manufacturer's lot number or control number d. Roll size (length and width) e. Chemical composition 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, silt fence shall be measured by the linear foot. Payment shall be at the bid price for the unit of measurement specified and shall be full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to complete the work. Payment shall include, but not be limited to, placing, maintaining and removing the silt fence. 022420 Page 2of2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025205 PAVEMENT REPAIR, CURB, GUTTER, SIDEWALK AND DRIVEWAY REPLACEMENT 1. DESCRIPTION This specification shall govern the removal and replacing of all types of pavements and surfacing required to complete the project. 2. MATERIALS Unless otherwise specified on the drawings, materials and proportions used along with this specification shall conform to the respective following specifications: City Standard Specifications Section 022020 "Excavation and Backfill for Utilities" Section 022100 "Select Material" Section 025223 "Crushed Limestone Flexible Base" Section 025424 "Hot Mix Asphaltic Concrete Pavement" Section 025610 "Concrete Curb and Gutter" Section 025612 "Concrete Sidewalks and Driveways" Section 025620 "Portland Cement Concrete Pavement" Section 030020 "Portland Cement Concrete", Class "A" Concrete Section 032020 "Reinforcing Steel" Section 038000 "Concrete Structures". 3. METHOD OF CUTTING The outline of the trench shall be marked upon the surface of the pavement to be cut,and all cuts into the pavement shall be saw-cut as nearly vertical as it is possible to make them. All unwanted materials removed shall be disposed of by the Contractor and shall not be used as backfill material. 4. BACKFILL OF TRENCH Excavation and backfilling of trench shall be in accordance with City Standard Specification Section 022020 "Excavation and Backfill for Utilities." 025205 Page 1 of 4 Rev.11-9-2016 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 5. REPLACING STREET AND OTHER PAVEMENT All pavements, driveways, sidewalks, and curbs and gutters which are cut shall be replaced in a workmanlike manner,with like or better materials or per pavement repair details to be provided on the drawings. Pavement cuts in a street for any utility requires a permit from the Director of Development Services in accordance with City Ordinance 030040, Article III Cuts and Excavations (12-17-2013). The installation of a utility that crosses the ROW at a perpendicular or near perpendicular angle and has an OD of 6" or less will not be permitted to be installed by cutting the road section. Street excavation/cut for a utility in an asphalt roadway shall include a full lane overlay or pavement repair for parallel cuts, or a 12' wide pavement repair for perpendicular cuts. Street excavation/cut for a utility in a concrete roadway shall include full panel replacement. The drawings and/or permit application should include a site specific pavement cut and restoration plan that indicates the general nature of the pavement and roadway (for examples, concrete arterial, asphalt residential)to be cut and restored, the existing pavement section (if known), the location and approximate area of the excavation/pavement repair, including the approximate length and width of the pavement repair in relation to the roadway travel lane(s). 6. REPLACING DRIVEWAY PAVEMENT On all concrete driveway pavements,the replacement shall consist of a reinforced Class"A"concrete slab with a minimum thickness of six(6)inches. The type of finish for the replaced section shall be the same as that appearing on the old pavement. Reinforcement shall be 44 bars at 12 inches each way with additional diagonal bars as indicated on the drawings. Any other type shall be replaced with like or better replacement. Replacement shall, in general, be to original joint or score mark. 7. REPLACING SIDEWALKS On all sidewalk pavements,the replacement shall consist of a reinforced Class"A"concrete slab four (4)inches thick. The type of finish for the replaced section shall be the same as that appearing on the old sidewalk Replacement shall,in general,be to original joint or score marks. Reinforcement shall be 4" x 4" - W2.9 x W2.9 welded wire fabric located at mid-depth in the slab. 8. REPLACING CURB AND GUTTER On all curb and gutter, the replacement shall consist of a section conforming in all details to the original section or to City of Corpus Christi Standard curb and gutter section, if required by the Engineer. Cuts through the curb shall be replaced with Class "A" concrete. Preserve the original steel reinforcing and reinforce all new curbs with three 44 bars. Adjust grades for positive drainage. Replacement shall,in general,be to original joint or score mark. For jointed concrete roadways,the joints in curb or in curb and gutter should match the concrete roadway joints. 025205 Page 2 of 4 Rev.11-9-2016 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 9. REPAIRING STREET SHOULDERS AND UNIMPROVED STREETS On streets or roads without curb and gutter where a shoulder is disturbed, it shall be restored to like or better condition. The shoulder surface shall be rolled to an acceptably stable condition. The requirements of City Ordinance 030040 as stated above apply also to unimproved streets unless a specific variance is granted by the Director of Development Services. 10. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,pavement repair shall be measured by the square yard of the type of repair specified; curb and gutter replacement shall be measured by the linear foot; and sidewalk and driveway replacement shall each be measured by the square foot. Payment will be made at the unit price bid for the completed work and shall be full compensation for all labor, materials,equipment,tools,and incidentals required to complete the work. No separate measurement or payment will be made for subgrade compaction, sand leveling course, geogrid, ordinary backfill, cement-stabilized sand backfill, flexible base,prime coat, hot-mix asphaltic concrete, etc. 025205 Page 3 of 4 Rev.11-9-2016 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 THIS PAGE INTENTIONALLY LEFT BLANK 025205 Page 4 of 4 Rev.11-9-2016 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025210 LIME STABILIZATION 1. DESCRIPTION This specification shall consist of treating the subgrade, subbase or base by the pulverizing, addition of lime, mixing and compacting the mixed material to the required density. This specification applies to natural ground, embankment, existing pavement structure or proposed base, and shall be constructed as specified herein and in conformity with the typical sections, lines and grades as shown on the plans or as established by the Engineer. 2. MATERIALS (1) The lime shall be a commercially produced "Hydrated Lime" in accordance with AASHTO M216, or in accordance with TxDOT Specification Item 260. The specifications apply specifically to the normal hydrate of lime made from "high- calcium" type limestone. Hydrated lime for stabilization purposes shall be applied as a slurry. (2) Lime to be used for the treated subgrade, existing subbase, existing base or proposed base is determined by preliminary tests and shall be applied at a rate indicated on the drawings, but no less than 6%. 3. EQUIPMENT The machinery, tools and equipment necessary for proper prosecution of the work shall be on the project and approved by the Engineer prior to the beginning of construction operations. All machinery, tools and equipment used shall be maintained in a satisfactory and workmanlike manner. Hydrated lime shall be stored and handled in closed weatherproof containers until immediately before distribution on the roadbed. If storage bins are used, they shall be completely enclosed. Hydrated lime in bags shall be stored in weatherproof buildings with adequate protection from ground dampness. If lime is furnished in trucks, each truck shall have the weight of lime certified on public scales. If lime is furnished in bags, each bag shall bear the manufacturer's certified weight. Bags varying more than 5 percent from that weight may be rejected and the average weight of bags in any shipment, as shown by weighing 50 bags taken at random, shall not be less than the manufacturer's certified weight. 025210 Page 1 of 4 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. CONSTRUCTION METHODS General - It is the primary requirement of this specification to secure a completed course of treated material containing a uniform lime mixture, free from loose or segregated areas, of uniform density and moisture content, well bound for its full depth and with a smooth surface suitable for placing subsequent courses. It shall be the responsibility of the Contractor to regulate the sequence of his work, to use the proper amount of lime, maintain the work and rework the courses as necessary to meet the above requirements. Application - Lime shall be spread only on that area where the first mixing operations can be completed during the same working day. Unless otherwise shown on drawings, lime shall be applied at a rate in pounds of dry-hydrated lime per square yard, in the form of a slurry. Application rate may be varied by the Engineer, if conditions warrant,but no less than 6%must be applied. Certification of lime quantity and quality shall be provided as required to monitor the application. Certification should be in the form of weight tickets which indicate the actual weight of dry hydrated lime, CA(OH)2. The application and mixing of lime with the material shall be accomplished by the method hereinafter described. The lime shall be mixed with water in trucks with approved distributors and applied as a thin water suspension or slurry. Mixin;- The mixing procedure shall be as hereinafter described. (a) First Mixing: The material and lime shall be thoroughly mixed by approved road mixers or other approved equipment, and the mixing continued until, in the opinion of the Engineer, a homogeneous, friable mixture of material and lime is obtained, free from all clods or lumps. Materials containing plastic clays or other material which will not readily mix with lime shall be mixed as thoroughly as possible at the time of the lime application, brought to the proper moisture content and left to cure 1 to 4 days as directed by the Engineer. During the curing period,the material shall be kept moist as directed. (b) Final Mixing: After the required curing time, the material shall be uniformly mixed by approved methods. If the soil binder-lime mixture contains clods, they shall be reduced in size by raking, blading, discing, harrowing, scarifying or the use of other approved pulverization methods so that, when all nonslaking aggregates retained on the No. 4 sieve are removed, the remainder of the material shall meet the following requirements when tested dry by laboratory sieves: 025210 Page 2of4 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Percent Minimum Passing 1" Sieve.................................................. 100 Minimum Passing No. 4 Sieve............................................. 85 Old bituminous wearing surface shall be pulverized so that 100%will pass a 2 /z" sieve. During the interval of time between applications and mixing, hydrated lime that has been exposed to the open air for a period of 6 hours or more, or to excessive loss due to washing or blowing,will not be accepted for payment. Compaction - Compaction of the mixture shall begin immediately after final mixing and in no case later than 3 calendar days after final mixing, unless approval is obtained from the Engineer. The material shall be aerated or sprinkled as necessary to provide the optimum moisture. Compaction shall begin at the bottom and shall continue until the entire depth of mixture is uniformly compacted as hereinafter specified. If the total thickness of the material to be treated cannot be mixed in one operation, the previously mixed material shall be bladed to a windrow just beyond the area to be treated and the next layer mixed with lime as previously specified. The first layer of the material shall be compacted in such a manner that the treated material will not be mixed with the underlying material. The course shall be sprinkled as required to maintain moisture content on the wet side of optimum and compacted to the extent necessary to provide the specified density. Unless shown otherwise on the drawings, all lime treated subgrades, sub-bases, and bases that are not in direct contact with surface or binder course shall be compacted to a minimum of 95% Standard Proctor density (AASHTO T99),unless otherwise specified. In addition to the requirements specified for density, the full depth of the material shown on the plans shall be compacted to the extent necessary to remain firm and stable under construction equipment. After each section is completed, tests, as necessary, will be made by the Engineer. If the material fails to meet the density requirements, it shall be reworked as necessary to meet these requirements. Rework, when required to meet pulverization requirements or density requirements, shall include the addition of lime, about 10%to 15% of the initial application rate, or as deemed necessary by the Engineer. A new optimum density will be obtained. Throughout this entire operation, the shape of the course shall be maintained by blading, and the surface, upon completion, shall be smooth and in conformity with the typical section shown on the drawings and to the established lines and grades. 025210 Page 3 of 4 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, lime stabilization for bases, sub-bases and subgrade shall be measured by the square yard of lime-stabilized material in place. Pulverizing, mixing,watering grading, compacting,working material etc., shall not be measured for pay but shall be subsidiary to other work. Payment shall be full compensation for all materials, labor, equipment, tools, and incidentals necessary for the completion of work. 025210 Page 4of4 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025223 CRUSHED LIMESTONE FLEXIBLE BASE 1. DESCRIPTION This Specification shall govern all work for furnishing and placing Crushed Limestone Flexible Base required to complete the project. 2. MATERIAL Crushed Limestone Flexible Base shall consist of crushed limestone produced from oversize quarried aggregate, sized by crushing and produced from a naturally occurring single source, meeting the requirements for Type `A' material as specified in Texas Department of Transportation (TxDOT) Specification Item 247 "Flexible Base". Crushed gravel or uncrushed gravel shall not be acceptable. No blending of sources and/or additive materials will be allowed. The material shall be free of vegetation and shall be approved by the Engineer. All acceptable material shall be screened and the oversize shall be crushed and returned to the screened material in such a manner that a uniform product will be produced which meets all of the physical requirements for Grade 1-2 as specified in TxDOT Specification Item 247 "Flexible Base". 3. TESTING The City will engage a laboratory and pay for one test each gradation, liquid limit,plasticity index, modified proctor, moisture-density relation, CBR, and necessary field densities. The Engineer may call for additional tests at any time. The cost of all retests, in case of failure to meet specifications, will be deducted from the Contractor's payment. The City will pay for proctor and soil constants and abrasion tests at the rate described in the materials testing schedule. If material changes, the Contractor shall pay the cost of additional tests required by the Engineer. The Engineer may waive testing and/or lime admix for small amounts for unimportant uses. 4. CONSTRUCTION METHODS Prior to placement of flexible base, the surface of the previous underlying course shall be finished true to line and grade as established, and in conformity with the typical section shown on the drawings. Grade tolerance shall be generally 1/2 inch, and highs and lows must approximately balance. If called for in the drawings or elsewhere in the contract documents, geogrid, as specified in City Standard Specification Section 022040 "Street Excavation", shall be placed as indicated. Flexible base shall be delivered and spread the same day if possible(no later than the next day). Base shall be mixed as required to produce a uniform mixture with water. Base shall be placed in uniform lifts not to exceed 10 inch loose lifts or 8 inch compacted lifts. Moisture and density requirements shall be as indicated on the drawings, typical minimum 98% Modified Proctor 025223 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (ASTM D1557) under flexible pavements or typical minimum 98% Standard Proctor (ASTM D698) under concrete pavement and to within + 2% of optimum moisture. The section may be accepted if no more than 1 of the 5 most recent moisture or density tests is outside of the specified limits, and the failed test is within+1%deviation from specified moisture or density requirements. The surface of the compacted base, after meeting moisture and density requirements, shall be primed in accordance with City Standard Specification Section 025412"Prime Coat". On completion of compaction and priming, the surface shall be smooth and conform to lines, grades, and sections shown on the drawings. Areas with any deviation in excess of 1/4 inch in cross-section and in lengths of 16 feet measured longitudinally shall be corrected by loosening, adding or removing material,reshaping, and recompacting by repriming and rolling. Moisture and density shall be maintained until the paving is complete. Excessive loss of moisture shall be prevented by sprinkling, sealing, or covering with a subsequent layer. Should the base, due to any reason or cause, lose the required stability, density, or moisture before it is protected by placement of the next layer, it shall be re-compacted, refinished, and retested at the expense of the Contractor until acceptable to the City. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, crushed limestone flexible base shall be measured by the square yard complete in place. Payment shall be full compensation for all materials, royalty, hauling, placing, compacting, labor, equipment, tools, and incidentals necessary for the completion of work. Prime shall be measured and paid under separate bid item if specified on the Bid Form. Geogrid shall be measured and paid under separate bid item if specified on the Bid Form. 025223 Page 2of2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025404 ASPHALTS, OILS AND EMULSIONS 1. DESCRIPTION This specification shall govern all work for asphalt cement, cut-back and emulsified asphalts, performance-graded asphalt binders, and other miscellaneous asphaltic materials required to complete the project. 2. MATERIALS When tested according to Texas Department of Transportation Test Methods,the various materials shall meet the applicable requirements of TxDOT Specification Item 300, "Asphalts, Oils, and Emulsions" (Latest Edition). 3. STORAGE, HEATING AND APPLICATION TEMPERATURES Store and apply asphaltic materials in accordance with TxDOT Item 300 (Latest Edition) at the lowest temperature yielding satisfactory results. Follow the manufacturer's instructions for any agitation requirements in storage and in application and storage temperatures. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, asphalts, oils and emulsions shall not be measured and paid for separately, but shall be considered subsidiary to the appropriate bid item. 025404 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025412 PRIME COAT 1. DESCRIPTION This specification shall consist of an application of asphalt material on the completed base course and/or other approved area in accordance with this specification. Prime Coat shall not be applied when the air temperature is below 60° F and falling, but it may be applied when the air temperature is above 50°F and is rising; the air temperature being taken in the shade and away from artificial heat. Asphalt material shall not be placed when general weather conditions, in the opinion of the Engineer, are not suitable. 2. MATERIALS The asphalt material used for the prime coat shall be MC-30 medium-curing cutback asphalt or AE- P asphalt emulsion prime, unless otherwise specified, and when tested by approved laboratory methods shall meet the requirements of City Standard Specification Section 025404 "Asphalts, Oils and Emulsions". Blotter material shall be native sand. 3. CONSTRUCTION METHODS When, in the opinion of the Engineer, the area and/or base is satisfactory to receive the prime coat, the surface shall be cleaned of dirt, dust, and other deleterious matter by sweeping or other approved methods. If found necessary by the Engineer, the surface shall be lightly sprinkled with water just prior to application of the asphalt material. The asphalt material shall be applied on the clean surface by an approved type of self-propelled pressure distributor so operated as to distribute the material in the quantity specified, evenly and smoothly under a pressure necessary for proper distribution. The Contractor shall provide all necessary facilities for determining the temperature of the asphalt material in all of the heating equipment and in the distributor, for determining the rate at which it is applied, and for securing uniformity at the junction of two distributor loads. All storage tanks, piping, retorts, booster tanks and distributors used in storing or handling asphalt material shall be kept clean and in good operating condition at all times, and they shall be operated in such manner that there will be no contamination of the asphalt material with foreign material. It shall be the responsibility of the Contractor to provide and maintain in good working order a recording thermometer at the storage-heating unit at all times. The distributor shall have been recently calibrated and the Engineer shall be furnished an accurate and satisfactory record of such calibration. After beginning of the work, should the yield on the asphalt material applied appear to be in error, the distributor shall be calibrated in a manner satisfactory to the Engineer before proceeding with the work. Prime shall be applied at a temperature within the recommended range per City Standard 025412 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Specification Section 025404 "Asphalts, Oils and Emulsions", with that range being 70 to 150 degrees F. Application rate shall be not less than 0.15 gallon per square yard, unless otherwise specified. The Contractor shall be responsible for the maintenance of the surface until the Engineer accepts the work. No traffic hauling or placement of any subsequent courses shall be permitted over the freshly applied prime coat until authorized by the Engineer. Spread blotter material before allowing traffic to use a primed surface. Allow sufficient time for the prime coat to cure properly before applying surface treatment or asphaltic concrete pavement. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, prime coat shall be measured by the gallon of asphalt material applied. Payment shall include furnishing, heating, hauling and distributing the asphalt material as specified; for furnishing, spreading and removing sand blotter material; for all freight involved; and for all manipulation, labor, materials, tools, equipment and incidentals necessary to complete the work. 025412 Page 2of2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025424 HOT MIX ASPHALTIC CONCRETE PAVEMENT (Class A) 1. DESCRIPTION This specification shall govern all work required for furnishing and laying Hot Mix Asphalt Concrete (HMAC) surface, binder and base courses required to complete the project. All subsurface utilities must be inspected, tested, and accepted prior to any paving. 2. MATERIALS 2.1. Aggregate. The aggregate shall consist of a blend of course aggregate, fine aggregate and, if required, a mineral filler. 2.1.1. Coarse Aggregate shall consist of that fraction of aggregate retained on a No. 10 sieve and shall consist of crushed furnace slag, crushed stone, or crushed gravel. Deleterious material in course aggregate shall not exceed 2% per TxDOT Test Method TEX-217-17. Course aggregate shall be crushed such that a minimum of 85%of the particles have more than one crushed face, unless noted otherwise on the plans. Los Angeles abrasion losses for course aggregate shall not exceed 40%by weight for the surface course and 45%for the binder and base courses per TxDOT Test Method TEX-410-A. Polish Value not less than 30 for aggregate used in the surface course per TxDOT Test Method TEX-438-A. 2.1.2. Fine Aggregate is defined as the fraction passing a No. 10 sieve and shall be of uniform quality. Fine aggregate shall consist of screenings of material that pass the Los Angeles abrasion requirements in paragraph 2.1.1 above. Screenings shall be blended with a maximum of 15% uncrushed aggregate or field sand for Type D mixes, or a maximum of 10%uncrushed aggregate or field sand for Type A, B, and C mixes. Grading of fine aggregate shall be as follows: Sieve Size Percent Passing by Weight No. 10 100 No. 200 0-15 025424 Page 1 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2.1.3 Filler shall consist of dry stone dust,Portland cement,hydrated lime, or other mineral dust approved by the Engineer. Grading of filler shall be as follows: Sieve Size Minimum Percent Passing by Weight No. 30 95 No. 80 75 No. 200 55 2.2. Reclaimed Asphalt Pavement(RAP). Reclaimed asphalt pavement maybe incorporated into the hot mix asphalt concrete furnished for the project, provided that the mixture is designed per the TxDOT Methods and meets the applicable provisions of said TxDOT Item 340 and this specification. 2.3. Asphalt. Asphalt Material shall be in accordance with Standard Specification Section 025404 "Asphalt, Oils and Emulsions" and AASHTO. 2.3.1. Paving Mixture: APPLICATION ASPHALT GRADE Residential or low volume PG 64-22 Collector Surface Course PG 70-22 Binder Course PG 64-22 Arterial Surface Course PG 76-22 Binder Course PG 64-22 Base Courses PG 64-22 2.3.2. Tack Coat shall consist of an emulsion, SS-1 diluted with equal volume of water and applied at a rate ranging from 0.05 to 0.15 gallon per square yard. 3. PAVING MIXTURE 3.1. Mix Design. The mixture shall be designed in accordance with TxDOT Bulletin C-14 and TxDOT Test Method TEX-204-F to conform to the requirements of this specification. The Contractor shall furnish the mix design for the j ob-mix to be used for the project,unless shown otherwise on the drawings. The mix design shall be submitted prior to placement of the mixture. The design procedures are actually intended to result at a job-mix with properties in compliance with these specifications,and when properly placed the j ob-mix will be durable 025424 Page 2 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 and stable. The sieve analysis of the job-mix shall be within the range of the Master Gradation and Tolerances specified herein. The job-mix shall meet the density and stability requirements as specified and shall be included with the mix design as submitted per above. If the specific gravity of any of the types of aggregates differs by more than 0.3,use volume method. Plot sieve analysis of job-mix; percent passing versus size on four-cycle semi-log paper or other appropriate type paper. Show tolerance limits and Limits of Master Gradation. 3.2. Master Gradation of Aggregate. The aggregate for the type of mix specified shall be within the following tabulated limits per TxDOT Test Method TEX-200-F (Dry Sieve Analysis): Type Sieve A B C D Size Course Fine Course Fine Base Base Surface Surface 1-1/2" 100 1-1/4" 95-100 1" 100 7/8" 70-90 95-100 100 5/8" 75-95 95-100 1/2" 50-70 100 3/8" 60-80 70-85 85-100 1/4" No. 4 30-50 40-60 43-63 50-70 No. 10 20-34 27-40 30-40 32-42 No. 40 5-20 10-25 10-25 11-26 No. 80 2-12 3-13 3-13 4-14 No. 200 1-6* 1-6* 1-6* 1-6* VMA minimum 11 12 13 14 025424 Page 3 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 * 2-8 when TxDOT Test Method Tex-200-F,Part H(Washed Sieve Analysis)is used. 3.3. Tolerances. The mixture delivered to the job site shall not vary from the job-mix by more than the tolerances specified below. The gradation of the produced mix shall not fall outside the Master Grading Limits, with the following exceptions: for Type B material coarser than 3/8" and for Type D material coarser than 44. Variations from job-mix shall not exceed the following limits, except as noted above: Item: Tolerances Percent by Weight or Volume 1" to No. 10 Plus or Minus 5.0 No. 40 to No. 200 Plus or Minus 3.0 Asphalt Weight Plus or Minus 0.5 Asphalt Volume Plus or Minus 1.2 3.4. Mix Properties. The mixture shall have a minimum Hveem stability of 40 for Type A, B, and C mixes, and 35 for Type D mixes per TxDOT Test Method TEX-208-F at an optimum density of 96% (plus or minus 1.5) of theoretical maximum density per TxDOT Test Methods TEX-227-F and TEX-207-F. 3.5. Sampling and Testing of Raw Materials. The Contractor shall sample materials as necessary to produce a mix in compliance with these specifications. 4. EQUIPMENT 4.1. Mixing_ Plants. Mixing plants shall be either the weigh batching type or the drum mix type. Both types shall be equipped with satisfactory conveyors, power units, aggregate handling equipment, aggregate screens and bins (weigh batch only), and pollution control devices as required. 4.2. Truck Scales. A set of truck scales, if needed for measurement, shall be placed at a location approved by the Engineer. 4.3. Asphalt Material Heating Equipment. Asphalt material heating equipment shall be adequate to heat the required amount of material to the desired temperature. Agitation with steam or air will not be permitted. The heating apparatus shall be equipped with a recording thermometer with a 24-hour continuous chart that will record the temperature of the asphalt at the highest temperature. 4.4. Surge-Stora System.SySystem. A surge-storage system may be used provided that the mixture coming out of the bins is of equal quality to that coming out of the mixer. The system shall be equipped with a gob hopper, rotating chute or other devices designed to minimize segregation of the asphalt mixture. 4.5. Laydown Machine. The laydown machine shall be capable of producing a surface that will meet the requirements of the typical cross section, of adequate power to propel the 025424 Page 4 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 delivery vehicles,and produce the surface tolerances herein required. It shall be wide enough to lay a 28-foot street(back-to-back of curbs) in a maximum of two passes. 4.6. Rollers. All rollers shall be self-propelled and of any type capable of obtaining the required density. Rollers shall be in satisfactory operating condition and free from fuel, hydraulic fluid, or any other fluid leaks. 5. STORAGE, PROPORTIONING AND MIXING 5.1. Storage and Heating of f Asphalt Materials. Asphalt cement shall not be heated to a temperature in excess of that recommended by the producer. Asphalt storage equipment shall be maintained in a clean condition and operated in such a manner that there will be no contamination with foreign matter. 5.2. Feeding and Dryin_ g of Aggregates. The feeding of various sizes of aggregate to the dryer shall be done in such a manner that a uniform and constant flow of materials in the required proportions will be maintained. In no case shall the aggregate be introduced into the mixing unit at a temperature in excess of 350 degrees F. 5.3. Proportioning. All materials shall be handled and proportioned in a manner that yield an acceptable mixture as herein specified and as defined by the job-mix. 5.4. Mixing. 5.4.1. Weigh Batch Plant. In charging the weigh box and in charging the pugmill from the weigh box,such methods or devices shall be used as necessary to minimize segregation of the mixture. 5.4.2. Drum Mix Plant. The amount of aggregate and asphalt cement entering the mixer and the rate of travel through the mixer shall be coordinated so that a uniform mixture of the desired gradation and asphalt content will be produced. 5.4.3. The mixture produced from each type of plant shall not vary from the j o> b-mix by more than the tolerances and restrictions herein specified. The mixture when discharged from the plant shall have a moisture content not greater than one percent by weight of total mix when determined by TxDOT Test Method TEX-212-F. 5.4.4. The mixture produced from each type of plant shall be at a temperature between 250 and 325 degrees F. After a target mixing temperature has been established, the mixture when discharged from the mixer shall not vary from this temperature by more than 25 degrees F. 6. CONSTRUCTION METHODS 6.1. Construction Conditions. For mat thicknesses greater than 1.5 inches, the asphalt material may be placed with a laydown machine when the air temperature is 40 degrees F and 025424 Page 5 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 rising but not when the air temperature is 50 degrees F and falling. In addition,mat thickness less than and including 1.5 inches shall not be placed when the temperature of the surface on which the mat is placed is below 50 degrees F. All subsurface utilities shall be inspected, tested, and accepted prior to paving. 6.2. Prime Coat. If a prime coat is required, it shall be applied and paid for as a separate item conforming to the requirements of City Standard Specification Section 025412"Prime Coat", except the application temperature shall be as provided above. The tack coat or asphaltic concrete shall not be applied on a previously primed flexible base until the primed base has completely cured to the satisfaction of the Engineer. 6.3. Tack Coat. Before the asphalt mixture is laid,the surface upon which the tack coat is to be placed shall be thoroughly cleaned to the satisfaction of the Engineer. The surface shall be given a uniform application of tack coat using materials and rates herein specified and/or as shown on the plans. The tack coat shall be rolled with a pneumatic tire roller as necessary. Tack coat is required before any pavement course not placed immediately following the previous course placement. 6.4. Transporting Asphalt Concrete. The asphalt mixture shall be hauled to the job site in tight vehicles previously cleaned of all foreign matter. In cool weather or for long hauls, canvas covers and insulated truck beds may be necessary. The inside of the bed may be given a light coating of lime water or other suitable release agent necessary to prevent from adhering. Diesel oil is not allowed. 6.5. Placing. The asphalt mixture shall be spread on the approved prepared surface with a laydown machine or other approved equipment in such a manner that when properly compacted, the finished surface will be smooth and of uniform density, and meet the requirements of the typical cross section as shown on the plans. 6.5.1. Flush Structures. Adjacent to flush curbs, gutters, liners and structures, the surface shall be finished uniformly high so that when compacted, it will be slightly above the edge of the curb and flush structure. 6.5.2. Construction joints of successive courses of asphaltic material shall be offset at least six inches. Construction joints on surface courses shall coincide with lane lines, or as directed by the Engineer,but shall not be in the anticipated wheel path of the roadway. 6.6. Compacting. The asphalt mixture shall be compacted thoroughly and uniformly with the necessary rollers to obtain the required density and surface tolerances herein described and any requirements as shown on the plans. Regardless of the method of compaction control followed, all rolling shall be completed before the mixture temperature drops below 175 degrees F. 025424 Page 6 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6.7. In-Place Density. In-place density control is required for all mixtures except for thin, irregular level-up courses. Material should be compacted to between 96% and 92% of maximum theoretical density or between 4% and 8% air voids. Average density shall be greater than 92%and no individual determination shall be lower than 90%. Testing shall be in accordance with TxDOT Test Methods TEX-207-F and TEX-227-F. Pavement specimens,which shall be either cores or sections of the compacted mixture,will be tested as required to determine the percent air voids. Other methods, such as nuclear determination of in-place density,which correlate satisfactorily with actual project specimens may be used when approved by the Engineer. 6.8. Thickness. The total compacted average thickness of the combined HMAC courses shall not be less than the amount specified on the drawings. No more than 10% of the measured thickness(es)shall be more than 1/4 inch less than the plan thickness(es). If so,the quantity for pay shall be decreased as deemed appropriate by the Engineer. 6.9. Surface Smoothness Criteria and Tests. The pavement surface after compaction, shall be smooth and true to the established lines, grade and cross-section. The surface shall be tested by the City with the Mays Roughness Meter. The Mays Roughness Value for each 600-foot section shall not exceed ninety inches per mile per traffic lane. For each 600-foot section not meeting this criteria, the Engineer shall have the option of requiring that section to be reworked to meet the criteria,or paying an adjusted unit price for the surface course. The unit price adjustment shall be made on the following basis: Adjusted Unit Price= (Adjustment Factor)X Surface Course Unit Bid Price The adjustment factor shall be: For Residential Streets: Adjustment Factor= 1.999 - 0.0111 M For All Other Class Streets (Non Residential) Adjustment Factor= 1.287 - 0.0143 M Where M =Mays Roughness Value In no case shall the Contractor be paid more than the unit bid price. If the surface course is an inverted penetration (surface treatment) the Mays Roughness Value observed will be reduced by ten inches per mile,prior to applying the above criteria. Localized defects (obvious settlements, humps, ridges, etc.) shall be tested with a ten-foot straightedge placed parallel to the roadway centerline. The maximum deviation shall not 025424 Page 7 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 exceed 1/8 inch in ten feet. Areas not meeting this criteria shall be corrected to the satisfaction of the Engineer. Pavement areas having surface irregularities, segregation, raveling or otherwise deemed unacceptable by the Engineer shall be removed and replaced by the Contractor in a manner approved by the Engineer, at no additional cost to the City. 6.10. Opening to Traffic. The pavement shall be opened to traffic when directed by the Engineer. The Contractor's attention is directed to the fact that all construction traffic allowed on pavement open to the public will be subj ect to the State laws governing traffic on highways. If the surface ravels, it will be the Contractor's responsibility to correct this condition at his expense. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, hot mix asphaltic concrete pavement shall be measured by the square yard of the type and thickness of"Hot Mix Asphaltic Concrete" as shown on the drawings. The Contractor shall provide the Engineer with copies of the "pay ticket" identifying the truck and showing the gross empty weight of the truck with driver as it arrives at the plant and the gross loaded weight of the truck with driver as it leaves the plant. The measured amount will be the difference of the loaded and empty trucks converted to tons. Payment shall be full compensation for quarrying,furnishing all materials,freight involved; for all heating, mixing, hauling, cleaning the existing base course or pavement, tack coat, placing asphaltic concrete mixture, rolling and finishing; and for all manipulations, labor, tools, equipment, and incidentals necessary to complete the work except prime coat when required. Prime coat,performed where required,will be measured and paid for in accordance with the provisions governing City Standard Specification Section 025412 "Prime Coat". All templates, straightedges, scales, and other weight and measuring devices necessary for the proper construction, measuring and checking of the work shall be furnished, operated and maintained by the Contractor at his expense. Any paving placed prior to inspection,testing, and acceptance of underground utilities may be rejected by the City and will be replaced at the Contractor's expense after correcting any subsurface utility defects. Pavement that fails to meet the in place density criteria may be rejected by the City and will be replaced at the Contractor's expense,or such pavement may, at the City's discretion, be accepted by the City and the unit price for payment shall be reduced as deemed appropriate by the Engineer. 025424 Page 8 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025608 INLETS 1. DESCRIPTION This specification shall govern for the construction of inlets complete in place and the materials used therein, including the installation, and the furnishing of frames, grates, rings and covers. 2. TYPES The various types of inlets are designated on the drawings by letters or by numbers indicating the particular design of each. Each type shall be constructed in accordance with the details shown on the drawings and to the depth required by the profiles and schedules given. 3. MATERIALS (1) Concrete. Concrete for curb inlets shall be Class "A" concrete conforming to the requirements of City Standard Specification Section 038000 "Concrete Structures", and City Standard Specification Section 030020 "Portland Cement Concrete", except as otherwise provided on the drawings. Concrete for grate inlets, drop inlets and post inlets shall be Class "C" concrete in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". (2) Mortar. Mortar shall be composed of one part Portland cement and two parts clean, sharp mortar sand suitably graded for the purpose by conforming in other respects to the provisions of City Standard Specification Section 030020 'Portland Cement Concrete" for fine aggregate. Hydrated lime or lime putty may be added to the mix but in no case shall it exceed 10 percent by weight of the total dry mix. (3) Reinforcing _SteelSteel. Reinforcing Steel shall conform to the requirements of City Standard Specification Section 032020 "Reinforcing Steel". (4) Concrete Blocks. Concrete blocks, when shown on the drawings, shall conform to the requirements of ASTM C 139. (5) Frames, Grates, Rings and Covers. Frames, grates, rings and covers shall conform to the requirements of City Standard Specification Section 055420 "Frames, Grates, Rings and Covers". (6) Cast Iron. Cast iron for supports and inlet units shall conform to the shape and dimensions shown on the plans. The castings shall be clean and perfect, free from sand or blow holes or other defects. Cast iron castings shall conform to the requirements of"Gray Iron Castings" ASTM A 48, Class 30. 025608 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. CONSTRUCTION METHODS (1) General. All concrete work shall be performed in accordance with the requirements of City Standard Specification Section 038000 "Concrete Structures", unless otherwise specified. Forms will be required for all concrete walls, except where the nature of the surrounding material is such that it can be trimmed to a smooth vertical face. (2) Inlets for Precast Concrete Pipe Sewers. The construction of inlets for precast concrete pipe sewers shall be done as soon as is practicable after sewer lines into or through inlet locations are completed. All sewers shall be cut neatly at the inside face of the walls of inlet and pointed up with mortar. Subgrade under cast-in-place and precast inlets shall be compacted to not less than 95% Standard Proctor density. (3) Inverts. The inverts passing out or through the inlet shall be shaped and routed across the floor of inlet as shown on the plans. This shaping may be accomplished by adding and shaping mortar or concrete after the base is cast or by placing the required additional material with the base. (4) Finishing Complete Inlets. Inlets shall be completed in accordance with the drawings. Backfilling to finish grade elevation with native material, free of debris and compacted to over 95% Standard Proctor density. Backfilling shall be in accordance with the provisions of City Standard Specification Section 022020 "Excavation and Backfill for Utilities". 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, inlets shall be measured as individual units by each inlet, complete in place. Extension to inlets will be measured by each extension separately from the inlet. Excavation, backfill, frames, grates, rings and covers will be considered subsidiary to the construction of the inlets. Payments shall be full compensation for furnishing all concrete, reinforcing steel, mortar, castings, frames, grates, rings and covers, and for all other materials, labor, tools, equipment and incidentals required to perform the work prescribed above. 025608 Page 2of2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025610 CONCRETE CURB AND GUTTER 1. DESCRIPTION This specification shall consist of Portland cement concrete combined concrete curb and gutter or separate concrete curb with or without reinforcing steel as required, constructed on an approved subgrade or foundation material in accordance with these specifications, in conformity with the lines and grades established by the Engineer and details shown on the drawings. 2. MATERIALS Unless otherwise specified on the drawings, materials and proportions for concrete used in construction under this specification shall conform to the requirements as specified for Class "A" Concrete under City Standard Specification Section 030020 'Portland Cement Concrete". Reinforcing steel shall conform to the requirements as specified in City Standard Specification Section 032020 "Reinforcing Steel". Expansion joint filler shall be redwood material meeting the requirements specified in City Standard Specification Section 038000 "Concrete Structures". 3. CONSTRUCTION METHODS The foundation shall be excavated and shaped to line, grade and cross-section, and hand tamped and sprinkled. If dry, the subgrade or foundation material shall be sprinkled lightly with water and compacted to not less than 98% Standard Proctor density, or as required on the drawings. Flexible base shall be compacted to specified density and moisture immediately before concrete is deposited thereon. Outside forms shall be of wood or metal, of a section satisfactory to the Engineer, straight, free of warp, and of a depth equal to the depth of the curb and gutter. They shall be securely staked to line and grade, and maintained in a true position during the depositing of concrete. Inside forms for the curb shall be approved material, shall be of such design as to provide the curb required, and shall be rigidly attached to the outside forms. For reinforced concrete roadways, all jointing must be reflected through the curb, including redwood expansion joints and construction joints. Driveway gutter shall be placed integrally with the driveway as shown on the City Standard Details. The reinforcing steel shall be placed in position as shown on the typical details. Care shall be exercised to keep all reinforcing steel in its proper location. Concrete for curb and gutter shall be mixed in a manner satisfactory to the Engineer. The curb and gutter shall be placed in sections of the length indicated on the plans, and each section shall be separated by a premolded insert or board joint of cross-section specified for the curb and gutter, and of the thickness indicated on the drawings. 025610 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 After the concrete has been struck off and after it has become sufficiently set, the exposed surfaces shall be thoroughly worked with a wooden float. The exposed edges shall be rounded by the use of an edging tool to the radius indicated on the drawings. All exposed surfaces of curb and gutter, or curb, shall be brushed to a smooth and uniform surface. The completed curb and gutter shall be cured with Type 2, white pigmented curing compound unless shown otherwise on the drawings. Other methods of curing as outlined in City Standard Specification Section 038000 "Concrete Structures" will be acceptable with a required curing period of 72 hours. The area behind the curb shall be backfilled, tamped, and sloped as directed as soon as possible and no later than 48 hours after the removal of forms. Backfill shall be placed to the full height of the curb, or as otherwise specified. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, concrete curb and gutter or concrete curb will be measured by the linear foot for each type of curb, complete in place. Payment shall be full compensation for preparing the subgrade; for furnishing and placing all materials including reinforcing steel and expansion joint material; for furnishing,placing, shaping and tamping backfill; and for all manipulation, labor,tools, equipment and incidentals necessary to complete the work. 025610 Page 2of2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025612 CONCRETE SIDEWALKS AND DRIVEWAYS 1. DESCRIPTION This specification shall consist of sidewalks and driveways, with or without reinforcing steel, composed of Portland cement concrete,constructed as herein specified on an approved subgrade,in conformity with the lines and grades established by the Engineer and the details shown on the drawings. 2. MATERIALS Materials and proportions used in construction under this item shall conform to the requirements as specified for Class "A" concrete under City Standard Specification Section 030020"Portland Cement Concrete". Reinforcing steel shall conform to the requirements as specified in City Standard Specification Section 032020 "Reinforcing Steel". Expansion joint filler shall be redwood meeting the requirements specified in City Standard Specification Section 038000"Concrete Structures". Cap seal shall be "Greenstreak" or approved equal. 3. CONSTRUCTION METHODS The subgrade shall be excavated, compacted and shaped to line, grade and cross-section and hand tamped and sprinkled with water. Subgrade under concrete sidewalks and driveways shall be compacted to not less than 95% Standard Proctor density. The subgrade shall be within 0-3% of optimum moisture content at the time the concrete is placed. Forms shall be of wood or metal, of a section satisfactory to the Engineer, straight, free from warp, and of a depth equal to the thickness of the finished work. They shall be securely staked to line and grade and maintained in a true position during the depositing of concrete. The reinforcing steel shall be placed in position as shown on the drawings. Care shall be exercised to keep all reinforcing steel in its proper location. Driveways shall incorporate the gutter in a unified concrete placement as shown in the City Standard Detail for driveways. Sidewalks shall be constructed in sections of the lengths shown on drawings. Unless otherwise provided by the drawings,no section shall be of a length less than 8 feet, and any section less than 8 feet shall be removed by the Contractor at his own expense. 025612 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 The different sections shall be separated by a premolded insert or board j oint of the thickness shown on the drawings, placed vertically and at right angles to the longitudinal axis of the sidewalks. Where the sidewalk or driveways abut a curb or retaining wall, approved expansion joint material shall be placed along their entire length. Similar expansion joint material shall be placed around all obstructions protruding through sidewalks or driveways. Concrete shall be mixed in a manner satisfactory to the Engineer,placed in the forms to the depth specified and spaded and tamped until thoroughly compacted and mortar entirely covers the surface. The top surface shall be floated with a wooden float to a gritty texture. The outer edges and joints shall then be rounded with approved tools to the radii shown on drawings. 5-foot wide sidewalks shall be marked into separate sections, each 5 feet in length, by the use of approved jointing tools. For other widths of sidewalk,joints to be spaced longitudinally to match the transverse width. When completed,the sidewalks and driveways shall be cured with Type 2,white pigmented curing compound. Other methods of curing as outlined in City Standard Specification Section 038000 "Concrete Structures" will be acceptable with a required curing period of 72 hours. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,concrete sidewalks and driveways shall be measured by the square foot of surface area of completed sidewalks, driveways, or sidewalks and driveways, as indicated on the drawings. Payment shall be full compensation for preparing and compacting the subgrade; for furnishing and placing all materials including concrete, reinforcing steel and expansion joint material; and for all manipulation, labor,tools, equipment and incidentals necessary to complete the work. 025612 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025614 CONCRETE CURB RAMPS 1. DESCRIPTION This specification shall govern all work necessary for constructing Concrete Curb Ramps required to complete the project. 2. MATERIALS Concrete shall be Class "A" in accordance with Section 030020"Portland Cement Concrete"of the City Standard Specifications. Reinforcement shall be 4x4 -W2.9xW2.9 welded wire fabric or 44 steel reinforcing bars spaced at 12 inches each way in accordance with Section 032020 "Reinforcing Steel" of the City Standard Specifications. 3. CONSTRUCTION METHODS The subgrade shall be shaped to line, grade and cross-section, and shall be of uniform density and moisture when concrete is placed. The subgrade shall be hand tamped and sprinkled with water to achieve the desired consistency and uniform support. Subgrade compaction shall not be less than 95% Standard Proctor density. Ramps shall be constructed of Class "A" concrete to line and section as shown on the plans. Unless shown otherwise on the drawings, ramps shall have a minimum concrete thickness in excess of 5 inches,prior to application of the detectable warning surfacing. Slopes, S, shall be as follows, unless shown otherwise on the drawings: RAMPS Ramp in direction of travel . . . . . S < 1:12 Side slope of ramp (flare) . . . . . S < 1:10 Cross slope . . . . . . . . . . . . . 1:100 < S < 1:50 ADJOINING AREAS Landings adjacent to ramp . . . . . . S < 1:20 Driveways abutting tied sidewalks . . S < 1:10 Width of ramp shall be 60 inches(minimum),exclusive of flare,unless specifically shown otherwise on the drawings. No ramp shall be less than 36 inches wide under any circumstances. Obstructions 025614 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 shall be removed or relocated, as appropriate, or the location of the ramp may be shifted, if authorized. Detectable warning surface shall be polymer composite material detectable warning panels as shown on the drawings. Surfacing shall be flush with abutting areas and placed using a template as required to achieve an esthetic well-defined edge. Surfacing shall be subsidiary work and will not be measured for separate pay. Pavement markings for street crossings shall be placed such that the crosswalk is properly aligned with respect to the curb ramp. See striping details for proper alignment of pavement markings with respect to intersection and curb ramp. Properly constructed curb ramp shall be true to line, section and grade, and shall be free of loose material and irregularities. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,concrete curb ramps shall be measured by the horizontal square foot of ramp surface area, including side flares when used. Adjoining curbs, gutters, sidewalks, and driveways will be excluded from said measurement. Payment shall include, but not be limited to, subgrade preparation, formwork, concrete, rebar, detectable warning surfaces, borders, molding and curing required to complete the curb ramp, and shall be full compensation for all labor, materials, equipment and incidentals required to complete the work. 025614 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025802 TEMPORARY TRAFFIC CONTROLS DURING CONSTRUCTION 1. DESCRIPTION This specification shall govern all work required for Temporary Traffic Controls during construction. The work shall include furnishing, installing, moving, replacing, and maintaining all temporary traffic controls including, but not limited to, barricades, signs, barriers, cones, lights, signals, temporary detours, temporary striping and markers, flagger, temporary drainage pipes and structures, blue business signs, and such temporary devices as necessary to safely complete the project. 2. MATERIALS Traffic control devices shall conform to the latest edition of the "Texas Manual on Uniform Traffic Control Devices",unless indicated otherwise on the Traffic Control Plan. 3. METHODS Sufficient traffic control measures shall be used to assure a safe condition and to provide a minimum of inconvenience to motorists and pedestrians. If the Traffic Control Plan (TCP) is included in the drawings, any changes to the TCP by the Contractor shall be prepared by a Texas licensed professional engineer and submitted to the City Traffic Engineer for approval, prior to construction. If the TCP is not included in the drawings, the Contractor shall provide the TCP prepared by a Texas licensed professional engineer and submit the TCP to the City Traffic Engineer for approval,prior to construction. The Contractor is responsible for implementing and maintaining the traffic control plan and will be responsible for furnishing all traffic control devices, temporary signage and ATSSA certified flaggers. The construction methods shall be conducted to provide the least possible interference to traffic so as to permit the continuous movement of traffic in all allowable directions at all times. The Contractor shall cleanup and remove from the work area all loose material resulting from construction operations at the end of each workday. All signs, barricades, and pavement markings shall conform to the BC standard sheets, TCP sheets and the latest version of the "Texas Manual on Uniform Traffic Control Devices". The Contractor may be required to furnish additional barricades, signs, and warning lights to maintain traffic and promote motorists safety. Any such additional signs and barricades will be considered subsidiary to the pay item for traffic control. All signs, barricades, and posts will be either new or freshly painted. The contractor and any traffic control subcontractor must be ATSSA certified for Traffic Control. 025802 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 A competent person, responsible for implementation of the TCP and for traffic safety, shall be designated by the Contractor. The name and off-hours phone number of the competent person shall be provided in writing at the Pre-Construction Conference. The competent person shall be on site, during working hours and on call at all times in the event of off-hour emergency. The contractor must provide temporary blue sign boards that direct traffic to businesses and driveways during each phase of construction —see example below. The sign boards may be either skid mounted or barrel mounted. The City will assist the contractor in determining which businesses and driveways will receive signage during various construction phases. The provision, installation, and removal of signage will be considered to be subsidiary to the contract items provided for"Traffic Control." Example Blue Sign ,F11 ....w... "' to MANDARIN GARDEN 2.' ................................. ................ . ................................... 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, temporary traffic controls during construction shall be measured as a lump sum. Payment shall include, but not be limited to, furnishing, installing, moving, replacing and maintaining all temporary traffic controls including, but not limited to, barricades, signs, barriers, cones, lights, signals, temporary striping and markers, flaggers, removable and non-removable work zone pavements markings and signage, channelizing devices, temporary detours, temporary flexible-reflective roadway marker tabs, temporary traffic markers, temporary drainage pipes and structures, blue business signs, and such temporary devices and relocation of existing signs and devices. Payment shall be full compensation for all labor, equipment, materials, personnel, and incidentals necessary to provide a safe condition during 025802 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 construction of all phases and elements of the project and to complete the work. Payment will be made on the following basis: The initial monthly estimate will include 50% of the lump sum bid amount minus retention (typically 5%). The balance will be paid with the final estimate,upon completion of the project. 025802 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025803 TRAFFIC SIGNAL ADJUSTMENTS 1. DESCRIPTION This specification shall govern all work for Traffic Signal Adjustments required to complete the project. 2. MATERIALS All equipment and materials for adjustments shall be provided by the Contractor, unless indicated otherwise on the drawings. 3. METHODS The existing signal controls shall be maintained by the Contractor. Transferring control of the adjusted signal control shall be done by the Contractor. A minimum of 72 hours advance notice shall be provided to the City Traffic Engineer by the Contractor, prior to transferring control of the adjusted signal control or any other interim signal adjustments necessary to control traffic,unless otherwise noted on the drawings. Manual traffic direction by the City Police Department shall be arranged and provided for by the Contractor at any signalized intersection at any time that signal control must be interrupted. The Contractor shall arrange for a representative from the City's Traffic Signals Division to be on site to inspect the process of signal control transfer, during the work. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, traffic signal adjustments will not be measured for pay,but shall be considered subsidiary to other work. 025803 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025805 WORK ZONE PAVEMENT MARKINGS 1. SCOPE. This specification covers the placement, maintenance and removal of work zone pavement markings, which are temporary pavement markings to be placed on roadways that are open to traffic during various work phases, as required to complete the project. 2. GENERAL REQUIREMENTS. The pavement marking material shall consist of an adhesive-backed reflective tape that can be applied to the pavement, Markings are to be 3M Staymark or approved equal. Markings shall be of good appearance, have straight, unbroken edges and have a color that complies with all FHWA regulations. 3. DIMENSIONS. Pavement markings shall be minimum of 3-7/8 inches wide. Lengths and spacing will be as specified. 4. COLOR. The markings, as well as retroreflected light from the markings, shall be white or yellow as called for on the drawings. 5. VISIBILITY. When in place, the pavement markings (during daylight hours) shall be distinctively visible for a minimum of 300 feet. When in place, the pavement markings (when illuminated by automobile low-beam headlights at night) shall be distinctively visible for a minimum of 160 feet. The above day and night visibility requirements shall be met when viewed from an automobile traveling on the roadway. 6. PLACEMENTS AND MAINTENANCE. At sunrise and sunset of each day and before each phase change, work zone pavement markings meeting all specification requirements shall be in place on all roadways on which traffic is allowed and where suitable permanent pavement markings are not in place. The transverse location of the line(s) formed by the markings shall be as determined by the Engineer. Unless otherwise shown on the drawings, work zone markings shall be placed as follows: Condition Spacing Length of Stripe Straight 80 feet(approximate) 24 inches Curve<2 80 feet(maximum) 24 inches Curve>2 40 feet(maximum) 24 inches The spacing of stripes may be modified by the Engineer. However, the maximum spacing specified above shall not be exceeded in any case. 025805 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 The Contractor will be responsible for maintaining the work zone pavement markings for a maximum period of two weeks. If, however, the Contractor is also responsible for placing the standard pavement markings, the Contractor will be responsible for maintaining the work zone pavement markings until permanent pavement markings are in place. 7. REMOVAL. Where removal is required, it will be accomplished in accordance with instructions of the Engineer or as called for on the drawings. 8. MEASUREMENT AND PAYMENT. Unless otherwise specified on the Bid Form, work zone pavement markings shall not be measured and paid for separately, but shall be considered subsidiary to the appropriate bid item. 025805 Page 2of2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025807 PAVEMENT MARKINGS (PAINT AND THERMOPLASTIC) 1. DESCRIPTION This item shall consist of markings and stripes on the surface of the roadways or parking facilities applied in accordance with this specification and at the locations shown on the drawings or as directed by the Engineer. 2. MATERIALS Type I Pavement Marking Materials shall be in accordance with TxDOT Departmental Material Specification DMS-8220 "Hot Applied Thermoplastic". All roadway markings shall be thermoplastic. Type II Pavement Marking Materials shall be in accordance with TxDOT Departmental Material Specification DMS-8200 "Traffic Paint" and are not to be used for roadway markings except as primer/sealer for Type 1 markings. Type 11 Pavement Markings shall be allowed for parking facilities if called for in the plans. Glass Traffic Beads shall be drop-on glass beads conforming to TxDOT Departmental Material Specification DMS-8290 "Glass Traffic Beads". 3. CONSTRUCTION METHODS 3.1 Weather Limitations -Pavement marking shall be performed only when the existing surface is dry and clean, when the atmospheric temperature is above 40°F., and when the weather is not excessively windy, dusty, or foggy. The suitability of the weather will be determined by the Engineer. 3.2 Equipment - All equipment for the work shall be approved by the Engineer and shall include the apparatus necessary to properly clean the existing surface, and mechanical marking machine, and such auxiliary hand painting equipment as may be necessary to satisfactorily complete the job. The mechanical marker shall be an approved atomizing spray-type marking machine suitable for application of pavement markings. It shall produce an even and uniform film thickness at the required coverage and shall be designed so as to apply markings of uniform cross-sections and clear-out edges without running of 025807 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 spattering and within the limits for straightness set forth herein. Suitable adjustments shall be provided on the sprayer(s) of a single machine or by furnishing additional equipment for marking the width required. 3.3 Preparation of Existing Surface - Immediately before application of the paint or thermoplastic, the existing surface shall be dry and entirely free from old pavement markings and markers, dirt, grease, oil, acids, laitance, or other foreign matter which could reduce the bond between the marking and the pavement. The surface shall be thoroughly cleaned by sweeping and blowing as required to remove all dirt, laitance and loose materials. Areas that cannot be satisfactorily cleaned by brooming and blowing shall be scrubbed as directed with a water solution of trisodium phosphate (10% Na3PO4 by weight) or an approved equal solution. After scrubbing, the solution shall be rinsed off and the surface dried prior to marking. 3.4 Layouts and Alignments - Suitable layouts and lines of proposed stripes shall be spotted in advance of the marking application. Control points shall be spaced at such intervals as will insure accurate location of all markings. The Contractor shall provide an experienced technician to supervise the location, alignment, layout, dimensions, and application of the markings. At least 72 hours prior to applying the permanent pavement markings, the Contractor shall notify the Engineer and City Construction Inspector to obtain City approval for the location, alignment and layout of the pavement markings. 3.5 Application - Markings shall be applied at the locations and to the dimensions and spacing indicated on the plans or as specified. Markings shall not be applied until the layouts, indicated alignment, and the condition of the existing surface have been approved by the Engineer. In the application of straight stripes, any deviation of the edges exceeding 1/2 inch in 50 feet shall be obliterated and the marking corrected. The width of the markings shall be as designated within a tolerance of 5%. All markings shall be performed to the satisfaction of the Engineer. Paint shall be applied uniformly by suitable equipment at a rate of not less than 105 or more than 115 square feet per gallon. The Contractor shall furnish a certified report on the quality of materials ordered for the work. This report shall not be interpreted as a basis for final acceptance. The Engineer shall be notified upon arrival of shipment for inspecting and sampling of 025807 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 the materials. When required, all emptied containers shall be returned to the paint material storage or made available for tallying by the Engineer. The containers shall not be removed from the job site or destroyed without permission. The Contractor shall make an accurate accounting of the paint materials used in the accepted work. 3.6 Protection - After application, all markings shall be protected while drying. The fresh markings shall be protected from damage of any kind. The Contractor shall be directly responsible for protecting the markings and shall erect or place suitable warning signs, flags or barricades, protective screens or coverings as required. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, drippings of paint or other materials. 3.7 Defective Workmanship or Material - When any material not conforming to the requirements of the specifications or drawings has been delivered to the project or incorporated in the work, or any work performed is of inferior quality, such material or work shall be corrected as directed by the Engineer, at the expense of the Contractor. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, pavement markings shall be measured by the square foot or linear foot of each type of marking. Eliminating existing pavement markings and markers will not be measured and paid for separately, but shall be subsidiary to the pavement marking items. Payment shall be full compensation for furnishing all materials and for eliminating existing pavement markings and markers, for all preparation, layout and application of the materials, and for all labor, equipment,tools and incidentals necessary to complete the work. 025807 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025813 PREFORMED THERMOPLASTIC STRIPING, WORDS AND EMBLEMS 1. DESCRIPTION This specification shall govern all work for furnishing and installing preformed thermoplastic striping, words and emblems required to complete the project. 2. PRE-CONSTRUCTION CONFERENCE When required by the Engineer, prior to beginning work on the markings but after receipt by the Engineer of the required information, a conference will be held between the representatives of the Contractor and the Engineer to set up more completely the sequence of work to be followed and the estimated progress schedule. 3. MATERIALS The preformed pavement marking material shall be thermoplastic material meeting the specifications of TxDOT Departmental Material Specification DMS-8220"Hot Applied Thermoplastic,"and shall be approved by the Engineer for use on this project. 4. CONSTRUCTION (1) General. The Contractor shall furnish all materials and equipment and perform work or services necessary for complete and proper construction of the completed system of pavement markings. (2) Traffic Conditions. Roadways on which markings are to be placed may be either free of traffic or open to traffic. On roadways already open to traffic,markings shall be placed under existing traffic conditions. (3) Dimensions. Markings will be in accordance with the color, length, width, shape, configuration and location requirements of the plans and as directed by the Engineer. (4) Methods. All material placement shall be in accordance with TxDOT Standard Specification Item 668"Prefabricated Pavement Markings"and City Section 025807"Pavement Markings (Paint and Thermoplastic)." (5) Surface Preparation. The pavement upon which the markings are to be placed shall be cleaned and prepared,to the satisfaction of the Engineer,prior to placement of the markings. Cleaning shall be by any effective method, approved by the Engineer that completely and effectively removes contaminants, loose materials, and conditions deleterious to proper adhesion. Surfaces shall be further prepared after cleaning by sealing or priming, as recommended by the manufacturer of the pavement marking material. 025813 Page 1 of 3 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (6) Moisture. Pavement to which the material is to be applied shall be completely dry. When questionable,pavements will be considered dry if, on a sunny day after observation for 15 minutes, no condensation occurs on the underside of a one (1) square foot piece of clear plastic that has been placed on the pavement and weighted down on the edges. (7) Temperature. Pavement and ambient air temperature requirements recommended by the material manufacturer shall be observed. If no temperature requirements are established by the materials manufacturer,material will not be placed if the pavement temperature is below 60 degrees F or if it is above 120 degrees F. (8) Clean-Up. At all times,the project site shall be kept free of all unnecessary traffic hazards. Upon completion of the work, the Contractor shall remove all rubbish from the work site, and shall clean and restore the area to a manner acceptable to the Engineer. Also,all damage done by the Contractor during the prosecution of the work must be repaired. Before acceptance,the work site must be neat and in a presentable condition throughout. No extra compensation will be allowed for fulfilling these clean-up requirements. 5. PERFORMANCE (1) Adhesion. Installed pavement markings shall adhere to the pavement sufficiently to prevent lifting, shifting, smearing, spreading, flowing or tearing by traffic. (2) Appearance. In addition to complying with all requirements listed herein, pavement markings shall present a neat,uniform appearance,and shall be free of unsightly conditions. Markings shall be free of ragged edges,misshapen lines or contours,and splices in transverse markings. (3) Visibili . The pavement marking material,in place on the roadway,shall have uniform and distinctive retro-reflectance when observed in accordance with TxDOT Test Method Tex- 828-B. (4) Observation Period. All material, workmanship and labor furnished shall be covered by manufacturer's guarantee and/or warranty for aperiod of 12 months commencing on the final delivery date of the materials. Pavement markings that fail to meet all requirements of this specification shall be removed and replaced at the expense of the Contractor within 30 working days following notification by the Engineer of such failure. All replacement pavement markings shall also meet all requirements of this specification for the same warranty period after installation. 025813 Page 2 of 3 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, preformed striping, words and emblems shall be measured by each type and color indicated on the Bid Form including preformed arrows and words or other symbols as indicated in the Bid Form. Payment shall be full compensation for cleaning the pavement by any suitable means other than blast cleaning,for furnishing and placing all materials, and for all labor,tools,equipment and incidentals necessary to complete the work. 025813 Page 3 of 3 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 025816 RAISED PAVEMENT MARKERS 1. DESCRIPTION This specification shall govern all work required for furnishing and installing Raised Pavement Markers required to complete the project. 2. MATERIALS RAISED PAVEMENT MARKERS shall conform to Reference Specification Section 025818 "Pavement Markers (Reflectorized)" (TxDOT Departmental Material Specification 4200). Unless indicated otherwise on the drawings, raised pavement markers and traffic buttons shall be of the type to be applied to the roadway surface with a non-integral adhesive. Types of raised pavement markers shall be as follows: TYPE DESCRIPTION I-A One face shall reflect amber light and the body other than the reflective face shall be yellow. I-C One face shall reflect white light and the body other than the reflective face shall be white, silver or light gray. I-R One face shall reflect red light and the body other than the reflective face shall be white, silver or light gray, or may be one-half red on the side that reflects red light. H-A-A Shall contain two reflective faces, each of which shall reflect amber light and the body other than the reflective faces shall be yellow. H-B-B Shall contain two reflective faces, each of which shall reflect blue light and the body other than the reflective faces shall be blue. (Fire Hydrant Application.) II-C-C Shall contain two reflective faces, each of which shall reflect white light and the body other than the reflective faces shall be white, silver or light gray. 025816 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 H-C-R Shall contain two reflective faces, one of which shall reflect white light and the other face shall reflect red light, and the body other than the reflective faces shall be white, silver or light gray, or may be one- half red on the side that reflects red light. ADHESIVE for securing raised pavement markers to asphalt or concrete surfaces shall conform to Reference Specification Section 025828 `Bituminous Adhesive for Pavement Markers" (TxDOT Departmental Materials Specification 6130). 3. METHODS PAVEMENT SURFACE to receive raised pavement markers shall be prepared such that the surface is free of loose material, grease, moisture, and other foreign material that could impair the bond with the adhesive. ALIGNMENT AND POSITIONING of raised pavement markers shall be such that the reflective faces are aligned for proper visibility. ADHESIVE shall be applied such that 100% of the lower surface of the marker is in contact with the adhesive and in sufficient quantity to serve as a cushion between the marker and the paved surface. Any surplus adhesive shall be removed so that the visibility of the marker is not impaired. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, raised pavement markers shall be measured as individual units for each type installed, if included as a bid item in the Bid Form. Payment shall include, but not be limited to, furnishing and installing markers complete with adhesive, and shall be full compensation for all labor, materials, tools, equipment and incidentals required to complete the work. 025816 Page 2of2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026201 WATERLINE RISER ASSEMBLIES 1. DESCRIPTION This specification shall govern all work and materials required for proper installation of riser assemblies for waterline testing. 2. MATERIALS Riser assemblies for 4" diameter and larger waterlines shall consist of(in order): M. J. Plug or Cap, drilled and tapped(2") 2"x 6" Galvanized Nipple 2" Galvanized 90°Bend 2"x Y Galvanized Nipple 2" Straight Coupling 2"x Y Galvanized Nipple 2" Brass Gate Valve 3. CONSTRUCTION METHODS The Contractor shall install riser assemblies on each end of waterlines to be tested. Note that this includes all 2" service connections. The assembly shall be wrapped in polyethylene, and concrete thrust blocking shall be applied at the base. After the line is tested and ready for connection to the existing water system, the Contractor shall remove the riser assembly. The riser assemblies shall remain the property of the Contractor. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, waterline riser assemblies shall not be measured for payment. Payment for materials and labor shall be considered subsidiary to the payment for the waterline pipe. 026201 Page 1of1 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026202 HYDROSTATIC TESTING OF PRESSURE SYSTEMS 1. DESCRIPTION This specification shall govern all work necessary for hydrostatic testing the completed pressure system. The Contractor shall provide all tools, equipment, materials, labor, etc., as necessary, except as noted, and accomplish all testing under this specification. 2. MATERIALS Water for filling the line and making tests will be furnished by the Contractor through a standard meter connection. A meter and gauges for testing shall be supplied by the Contractor. A test pump with appropriate connector points as approved by the Water Superintendent for the installation of meter and gauge shall be furnished by the Contractor. The meter shall be directly connected to the main or pipe being tested by the use of copper tubing or an approved reinforced hose. The meter shall be protected against extreme pressures by the use of a one-inch (1") safety relief valve set at the test pressure plus ten pounds per square inch(psi) and furnished by the Contractor. 3. TEST PROCEDURE Tests shall be made only after completion of backfill as specified, and not until at least thirty-six (36) hours after the last concrete thrust block has been cast. Contractor shall coordinate hydrostatic testing with the proposed construction sequencing and phasing. Each section of pipeline shall be slowly filled with water and the specified test pressure, measured at the point of lowest elevation, shall be applied. During the filling of the pipe and before applying the specified test pressure, all air shall be expelled from the pipeline. During the test, all exposed pipe, fittings,valves, hydrants and joints shall be carefully examined. If found to be leaking, they shall be corrected immediately by the Contractor. If the leaking is due to cracked or defective material, the defective material shall be removed and replaced by the Contractor with sound material. All pipes shall be subjected to two hydrostatic tests. The first hydrostatic test shall be a two-hour test at a pressure of 150 psi. The second test shall be no less than 48 hours after successful completion of the first hydrostatic test. The second hydrostatic test shall be for a 24-hour period at City operating pressure for waterlines or at 50 psi for wastewater force mains and effluent lines. 026202 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 The maximum allowable leakage shall be as follows: Ductile Iron Pipe, AWWA C600 L= S ���_ ���ND D Por L= 133,200 7,400 Asbestos - Cement Pipe, AWWA C603 L=ND P 4,000 PVC Pipe-Uni-bell equation 99 L=ND P 7,400 WHERE: L=Maximum Allowable Leakage(gallons/hour) S =Length of Pipe Tested(feet) N=Number of Joints in Tested Line (pipe and fittings) D =Nominal Diameter of Pipe(inches) P=Average Test Pressure (psi) If the pressure system fails to meet the leakage requirements, the Contractor shall make the required repairs to the system and the system shall be retested. This procedure shall be repeated until the system complies with leakage requirements. The cost of each retest shall be $100. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, hydrostatic testing of pressure systems will not be measured for pay,but shall be subsidiary to the installation of the pressure system component. 026202 Page 2of2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026204 POLYVINYL CHLORIDE PIPE (ASTM D 2241 Pressure Pipe for Wastewater Force Mains, Irrigation_ Systems and Water Transmission Lines) 1. DESCRIPTION This specification shall govern all work necessary for furnishing all PVC pipe (ASTM D 2241) required to complete the project. 2. MATERIALS PVC pipe shall be made of Class 12454-A or Class 12454-B virgin compounds as defined in ASTM D 1784 with an established hydrostatic design base of 4000 psi for water at 73.4° F. 3. DIMENSIONS Pipe shall be manufactured to standard steel pipe O.D. (IPS), with dimensions and tolerances in accordance with ASTM D 2241. 4. JOINTS Pipe shall have a gasket bell end with a thickened wall section integral with the pipe barrel in accordance with ASTM D 3139. The use of solvent weld pipe shall not be allowed. 5. GASKETS Gaskets for jointing pipe shall be in accordance with ASTM F477 (for High Head). 6. PIPE PRESSURE RATING AND STANDARD DIMENSION RATIO The pressure rating and SDR for PVC pipe (ASTM D 2241) shall be as indicated on the drawings. Pressure rating shall be based on the ISO equation in Section 4.5 of ASTM D 2241 with a maximum allowable hydrostatic design stress of 2000 psi (Safety Factor of 2.0). 7. CAUSE FOR REJECTION Pipe shall be clearly marked in accordance with Section 9 of ASTM D 2241. Unmarked or scratched pipe shall be rejected. 026204 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 8. CERTIFICATION The Contractor shall furnish, in duplicate to the Engineer, a copy of the manufacturer's affidavit of compliance with this specification. Certification shall accompany each delivery of materials, to include gaskets. 9. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, PVC pipe (ASTM D 2241) will be measured by the linear foot along the centerline for each size installed. Measurement of pipe shall be up to, but not include,the fittings. Payment shall include all labor, pipe, and equipment for hauling, bracing, trench excavation, testing, backfilling, and for all cleaning up and other incidentals necessary to install the pipe complete in place,per linear foot. 026204 Page 2of2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026206 DUCTILE IRON PIPE AND FITTINGS 1. DESCRIPTION This specification shall govern all work necessary for furnishing all ductile iron pipe and fittings required to complete the project. 2. GENERAL All ductile iron pipe shall conform to AWWA C151. The interior of pipe and fittings (excluding fittings for wastewater force mains)shall have a shop-applied cement-mortar lining(40 mils thick)in accordance with AWWA C104. The exterior of pipe and fittings shall have a coating of coal tar enamel of approximately 1 mil thick or as specified in AWWA C105. Ductile iron pipe shall be wrapped in two plys of 8-mil polyethylene in accordance with Section 026402 "Waterlines" of the City Standard Specifications. 3. FITTINGS All fittings shall be ductile iron and in accordance with AWWA C153. Fittings shall have apressure rating of 250 psi for sizes through 12" and 150 psi for 14" and larger sizes,unless shown differently on the drawings. Unless noted otherwise on the drawings, Mechanical Joints shall be used. 4. JOINTS Joints for pipe shall be mechanical type or push-on type such as "Tyton Joint", or approved equal; joints for fittings shall be mechanical joints, unless shown otherwise on the drawings. Mechanical joints shall conform to AWWA C153. Mechanical joints shall be furnished complete with joint material, Cor-ten nuts, Cor-ten bolts, glands and gaskets. When restrained joints are indicated on the drawings, restrained joints for pipe and fittings of 12" diameter and less shall be mechanical joint with retainer gland Series 1100 by EBAA Iron or approved equal,with a minimum of 250 psi rated working pressure. Restrained joints for pipe and fittings over 12"in diameter shall be push on type with a retainer ring as LOK-RING or FLEX-RING by American Ductile Iron Pipe, or TR FLEX by U.S. Pipe, or approved equal. Gaskets shall be of synthetic rubber. An analysis of the material used in each size gasket showing the type of synthetic rubber and that no natural rubber is present shall be supplied. 026206 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 5. PIPE Pressure class ductile iron pipe requirements: Pressure Wall Range of Maximum Diameter Class Thickness Allowable Depth Cover (inches) (psi) (inches) (feet) - (feet) A - B* 44 350 0.25 60+ 6 350 0.25 30 - 65 8 350 0.25 20 - 50 104 350 0.26 15 - 45 12 350 0.28 15 - 44 144 300 0.30 13 - 42 16 300 0.32 13 - 39 18 300 0.34 13 - 36 20 300 0.36 13 - 35 24 250 0.37 11 - 29 24+ x x x * Range of maximum allowable depth of pipe where: A = Ground water, or unstable bottom, or quick condition. B = Ideal trench conditions, and sand encasement is at an average density in excess of 90% Standard Proctor density. 4 Pipe sizes not typically specified on City projects, but shown for reference. x Requires special evaluation. The face of bells shall be plainly marked by color coding for classes so as to be readily identified in the field. 6. CERTIFICATIONS A certification shall accompany each order of pipe and fittings furnished to job site. Certification shall include the following items: indicate that pipe complies with Part 3 of this specification; indicate that fittings and joints comply with Part 4 of this specification (it should be noted that the supplier shall furnish sufficient technical material for the Engineer to determine whether or notpush- on joints can comply with the "or equal" clause); and a copy of a laboratory analysis of the material used in each size gasket showing the type of synthetic rubber and that no natural rubber is present. 026206 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, ductile iron pipe shall be measured by the linear foot along the centerline for each size of pipe installed. Measurement of pipe shall be up to, but not include, the fittings. Ductile iron fittings shall be measured per each by the type and size, as indicated in the Bid Form. Payment shall include all labor, materials, tools and equipment for the completed installation and testing of the waterline,together with all incidentals necessary to install the pipe and fittings complete in place. 026206 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026210 POLYVINYL CHLORIDE PIPE (AWWA C900 and C905 Pressure Pipe for Municipal Water Mains and Wastewater Force Mains) 1. DESCRIPTION This specification shall govern all work necessary for furnishing all PVC pipe (AWWA C900 and C905)required to complete the project. 2. MATERIAL PVC pipe shall be made of Class 12454-A or Class 12454-B virgin compounds, as defined in ASTM D1784 with an established hydrostatic-design-basis of 4000 psi for water at 73.4 degrees F. 3. DIMENSIONS Pipe shall be manufactured to ductile iron pipe equivalent outside diameters. 4. JOINT Pipe shall have a gasket bell end with a thickened wall section integral with the pipe barrel. The use of solvent weld pipe shall not be allowed. 5. GASKETS Gaskets for jointing pipe shall be in accordance with ASTM F477 (High Head). 6. PIPE PRESSURE CLASS AND DIMENSION RATIO Unless indicated otherwise on the drawings, pipe shall have a dimension ratio (DR) of 18 and in accordance with: Pipe Size Designation 4"to 12" AWWA C900 Over 12" AWWA C905 7. CAUSE FOR REJECTION Pipe shall be clearly marked in accordance with AWWA Requirements. Unmarked or scratched pipe shall be rejected. 026210 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 8. CERTIFICATION The contractor shall furnish in duplicate to the Engineer a copy of the manufacturer's affidavit of compliance with this specification, to include gaskets. Certification shall accompany each delivery of materials. 9. MEASUREMENT AND PAYMENT Unless otherwise specified in the Bid Form, PVC pipe (AWWA C900 or C905) will be measured by the linear foot along the centerline for each size of pipe installed. Measurement of pipe shall be up to,but not include,the fittings. Payment shall include all labor, materials, tools and equipment for the completed installation, backfilling and testing of the PVC pipe, together with all incidentals necessary to install the pipe complete in place,per linear foot. 026210 Page 2of2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026214 GROUTING ABANDONED UTILITY LINES 1. DESCRIPTION This specification shall govern all work and materials required for grouting abandoned utility lines in place. 2. MATERIALS A. Flowable Grout: Flowable grout (or flowable fill) shall consist of a mixture containing Portland cement, fly ash, sand, water, and "Darafill" admixture (or approved equivalent), in the amounts shown below (or otherwise proportioned to provide 100 psi compressive strength at 28 days), to achieve a paste-like consistency immediately prior to placing the flowable grout. The flowable grout mixture shall be supplied by an approved ready-mix supplier. The manufacturer's representative shall be consulted for any final adjustments to improve the flowability of the mixture. Commercially produced flowable grout may be used with approval of the Engineer. 100 lbs/ CY Portland Cement 300 lbs/ CY Fly Ash 2100 lbs/ CY Sand 250 lbs/ CY Water 6 oz/CY "Darafill" admixture, as manufactured by Grace Construction Products, or approved equivalent. B. Raw Soil: Soil shall be typical clayey soil of the area. It shall be from the project site or other approved source not suspected of being contaminated. The soil shall have a Plasticity Index over 15 and a Liquid Limit not to exceed 65. C. Lime: Lime shall be hydrated lime, calcium hydroxide, in accordance with AASHTO M 216. D. Water: Water shall be potable. 3. CONSTRUCTION METHODS A. Flowable Grout: Mix Portland cement, sand, fly ash, "Darafill" and water in the amounts shown above to achieve a paste-like consistency immediately prior to placing flowable grout. B. Soil-Lime Mix Design: The following is given as a typical mix design for soil-lime mixture for trial mix. The mix design is based on damp soil with an initial water content of about 15%. The proportions of soil and lime shall not be altered. The Contractor shall determine the amount of water to be added as required to produce a mix at its liquid limit. 026214 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Trial Mix Design: Damp Soil 1000 lb. Lime 50 lb. Water(approximate) 48 gal. Consistency shall be checked with liquid limit apparatus. C. Placement: The Contractor shall grout abandoned lines as indicated on the drawings. Temporary pumping and venting ports shall be placed as required to provide complete filling of the abandoned line and proper placement of the grout. If segregation or "sand packing" is experienced during pumping, the Contractor shall reduce the water content of the mix or obtain other soil source (for soil-lime mixture), as required. Any damage resulting from pumping operation shall be repaired at the Contractor's expense. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, grouting abandoned utility lines shall be measured by the linear foot of abandoned-in-place pipe. Payment shall be full compensation for all labor, equipment, materials and incidentals required to mix, transport, and place the grout and restore surface at pump ports. 026214 Page 2of2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026402 WATERLINES 1. DESCRIPTION This specification, in conjunction with the City of Corpus Christi's Water Distribution System Standards, shall govern all work necessary for the installation of all waterline facilities required to complete the project. 2. MATERIALS Concrete: Concrete shall have a minimum compressive strength of 3000 psi at 28 days. Bedding Sand for Encasement: Bedding sand and initial backfill around the pipe shall be granular material of low plasticity as indicated on the drawings. Ductile Iron Pipe and Fittings: See City Standard Specification Section 026206. Polyvinyl Chloride Pipe: See City Standard Specification Section 026210. Tapping Sleeves and Valves: See City Standard Specification Section 026409. Gate Valves for Waterlines: See City Standard Specification Section 026411. Fire Hydrants: See City Standard Specification Section 026416. 3. CONSTRUCTION METHODS (1) HANDLING MATERIALS a) General: The Contractor shall be responsible for the safe storage of all materials furnished to, or by him, and accepted by him, until it has been incorporated into the completed project. All material found during the progress of the work to have cracks, flaws or other defects will be rejected, and the Contractor shall remove such defective material from the site of the work. b) Unloading and Distribution of Materials at Work Site: Pipe and other materials shall be unloaded at point of delivery, hauled to and distributed at the job site by the Contractor. Materials shall at all times be handled with care and in accordance with manufacturer's recommendations. Care shall be taken not to scratch PVC pipe. Excessive scratching shall be considered cause for rejection of PVC pipe. Materials may be unloaded opposite or near the place where it is to be installed provided that it is to be incorporated into the work within 10 days. The Contractor shall not distribute material in such a manner as to cause undue inconvenience to the public. 026402 Page 1 of 5 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 c) Storing Materials: Materials that are not to be incorporated into the work within 10 days shall be stored on platforms. The interior of pipes and accessories shall be kept free from dirt and foreign matter. (2) ALIGNMENT AND GRADE a) General: All pipes shall be laid and maintained to the required lines and grades. Fittings, valves and hydrants shall be at the required locations with joints centered, spigots home and all valve and hydrant stems plumb. Temporary support and adequate protection of all underground and surface utility structures encountered in the progress of the work shall be furnished by the Contractor. Where the grade or alignment of the pipe is obstructed by existing utility structures such as conduits, ducts,pipes, connections to sewers or drains, the obstruction shall be permanently supported, relocated, removed, or reconstructed by the Contractor at the Contractor's expense, in cooperation with the owners of such utility structures. One (1) 20-ft. section of waterline pipe shall be centered over/under gravity wastewater line at all gravity wastewater line crossings. Waterline shall be ductile iron pipe with mechanical joint fittings, in accordance with City Standard Specification Section 026206,wherever new waterline crosses under new gravity wastewater line. Maintain a minimum of six inches (2 feet usual)vertical clearance between outsides of pipes where a new waterline crosses over a new wastewater line. Maintain a minimum of twelve inches vertical clearance between outsides of pipes where a new waterline crosses under a new wastewater line. Alternatively, at gravity wastewater line crossings,the proposed PVC waterline may be encased in a 20-ft.joint of ductile iron pipe with a minimum pressure rating of 150 psi that is at least two nominal sizes larger than the carrier pipe. The carrier pipe shall be supported in the casing at five foot (5) intervals with spacers, or shall be filled to the spring line with clean washed sand, graded as shown in the City Standard Water Details. The casing pipe shall be centered under the gravity wastewater line as indicated on the drawings, and both ends of the casing shall be sealed with cement grout or manufactured seal. b) Deviation from Drawings: No deviation from the line and grade shown on the plans may be made without the written consent of the Engineer. c) Depth of Cover: Depth of cover will be measured from the established street grade or the surface of the permanent improvement, or from finished grade to the top of the pipe barrel. Unless otherwise shown on drawings, the minimum depth of cover shall be 36 inches. Waterlines 12" and larger located under streets shall have 48 inches of cover at all points. 026402 Page 2 of 5 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (3) TRENCH EXCAVATION AND BACKFILL See City Standard Specification Section 022020, "Excavation and Backfill for Utilities"and applicable City Standard Details for Water. (4) POLYETHYLENE WRAPPING All ductile iron pipe, valves and fittings, except pipe or valves which are laid in encasement pipe or in concrete valve boxes, shall be wrapped in polyethylene. The polyethylene material shall have a thickness of 8 mils and may be either clear or black. The wrapping shall be lapped in such manner that all surfaces of pipe, valves and fittings, including joints, shall have a double thickness of polyethylene. If a single longitudinal lap is made using a double thickness of polyethylene, it shall be lapped a minimum of 18 inches and the lap shall be placed in the lower quadrant of the pipe and in such a manner that backfill material cannot fall into the lap. The polyethylene shall be secured in place with binder twine at not more than 6-foot intervals. If wrapping is applied before the pipe is placed in the trench, then special care shall be taken in handling the pipe so that the wrapping will not be damaged. Care shall also be exercised in backfilling around the pipe and fittings and in blocking fittings so as not to damage the wrapping. Any wrapping that may be damaged shall be repaired in a manner satisfactory to the Engineer and so as to form the best protection to the pipes. (5) SAND ENCASEMENT All pipe and fittings that are not enclosed in concrete valve boxes or laid in encasement pipe, shall be completely encased with a minimum of eight inches (8") of sand on the bottom and sides of waterlines smaller than 16 inches in diameter, and twelve inches (12") over the top of the waterline, unless otherwise indicated on the drawings. This encasement includes the bottom, sides and top of pipe and fittings including bells, so that all portions will be encased with sand to insulate the pipe from the natural ground and from the backfill. The sand shall be compacted to a minimum of 90% Standard Proctor density. Provide twelve inches (12") of sand encasement all around the pipe for 16-inch diameter and larger waterlines. Sand shall be placed in a manner that will not injure the polyethylene wrapping and shall be compacted under, around the side, and over the pipe in a manner that will reduce settlement to a minimum and as approved by the Engineer. In order to reduce the amount of sand required, the trench bottom may be excavated in a rounded manner so as to maintain at least a minimum of eight inches of sand between the excavation and the pipe (twelve inches for 16-inch diameter and larger waterlines), unless otherwise indicated on the drawings. (6) LOWERING PIPE AND ACCESSORIES IN THE TRENCH a) General: The trench shall be excavated true and parallel to the pipe center line with a minimum clearance of eight inches below the pipe bottom and with a like clearance 026402 Page 3 of 5 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 from the bottom of the bell to the bottom of the bell hole. The trench shall then be refilled to the proper grade with sand as specified. The placing of the encasing material shall be done in such a manner so as to be free of all natural soil rock or other foreign matter. After final grading in the trench of the encasing material, bell holes shall be excavated at each joint. Proper implements, tools and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and efficient execution of the work. All pipe, fittings, valves, hydrants and accessories shall be carefully lowered into the trench by means of a derrick, ropes or other suitable equipment, in such a manner as to prevent damage to pipe and fittings. Under no circumstances shall pipe or accessories be dropped or dumped into the trench. b) Inspection of Pipe and Accessories: The pipe and accessories shall be inspected for defects prior to lowering in the trench. Any defective, damaged or unsound pipe shall be replaced. c) Clean Pipe: All foreign matter or dirt shall be removed from the interior of the pipe prior to lowering into the trench. Pipe shall be kept clean both in and out of the trench at all times during the laying. (7) JOINTING PIPES All pipes shall be made up in accordance with manufacturer's recommendation. Pipe deflection shall not exceed 75% of the maximum amount recommended by the manufacturer. (8) CONCRETE THRUST BLOCKS Temporary thrust blocks or other means of carrying thrust loads generated by hydrostatic testing shall be provided at all ends of lines to be tested. Details of the end connections and method of temporary blocking shall be submitted to the Engineer for approval. After satisfactory completion of the hydrostatic testing, this temporary blocking shall be removed so that connections may be made with existing lines. This work is subsidiary to waterline installation and no separate payment will be made for it. Temporary thrust blocks are not allowed for long term use. (9) METAL HARNESS Metal harness, tie rods and clamps, or swivel fittings shall be used to prevent pipe movement. Steel rods and clamps shall be galvanized or otherwise rust proofed, or coated with hot coal tar enamel,then wrapped with two layers of polyethylene wrapping. 026402 Page 4 of 5 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (10) STERILIZATION a) Fittings: Valves, hydrants and fittings shall be stored on timbers and kept clean. Where soil or other substance has come in contact with the water surfaces of the fittings, the interior shall be washed and sterilized with 2% solution of calcium hypochlorite. b) Pipe: As each joint of pipe is laid, the Contractor, unless otherwise directed by the Engineer, shall throw powdered calcium hypochlorite (70%) through the length of the joint(one pound for each 1,680 gallons of water to give 50 ppm). When the waterline is complete, and before testing, the waterline shall be slowly filled with water between valves and allowed to stand for 48 hours. After the sterilization period is completed, lines shall be flushed by the Contractor under the direct supervision of a representative of the City Water Department. The Engineer will take sample for testing two hours after refilling. If the sample does not pass State Health Department purification standards, the procedure shall be repeated. The entire procedure shall be coordinated under the supervision of the Water Division Superintendent/Engineer. During the sterilization process, valves shall be operated only under the supervision of the Water Division Superintendent/Engineer. There shall be a base fee of $100 paid by the Contractor to the City for each retest that is required. (11) HYDROSTATIC TESTING WATER SYSTEM See City Standard Specification Section 026202, "Hydrostatic Testing of Pressure Systems". (12) WATER SERVICE CONNECTIONS See Standard Specification Section 026404, "Water Service Lines". 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, waterlines will be measured by the linear foot for each size installed. Payment for waterlines will be made under the appropriate pipe material item and shall include, but not be limited to, trenching, dewatering, bedding, pipe (except for fittings), restraints, temporary thrust blocking, backfill, sterilization, and hydrostatic testing. Payment shall be full compensation for all labor, materials, tools, equipment and incidentals required to complete the work. 026402 Page 5 of 5 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026404 WATER SERVICE LINES 1. DESCRIPTION This specification shall govern all work necessary for furnishing and installing water service lines required to complete the project. Water service lines are those lines from the City main to the meter at the property line. 2. MATERIALS GENERAL Service fittings shall have a minimum of 150 psi working pressure rating,unless indicated otherwise. Fittings and materials shall be in accordance with the applicable provisions of AWWA C800. All service connections shall require service clamps. SERVICE CLAMP Service clamps shall be brass saddle with two silicone bronze straps with I.P. thread and have a minimum working pressure rating of 200 psi. The saddle and nuts shall be of 85-5-5-5 brass alloy per ASTM B-62 and AWWA C800. The nuts shall have unitized washers. Straps shall be 5/8 inch high-quality silicone bronze, flattened and contoured to provide a wider bearing surface against the pipe. Clamps shall be comparable to: Ford 202B, Smith Blair 323, Rockwell 323 CORPORATION STOP Corporation stop shall be of brass with I.P. thread inlet and Mueller 110 compression connection outlet designed for Type K copper pipe and be comparable in design to the following: Mueller H-15028 for 1" size Mueller H-15023 for 1-�/z" & 2" sizes 026404 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 ANGLE METER STOP Angle meter stop shall have a Teflon coated bronze ball which rotates within two Buna-N rubber seats. Inlet shall be packed joint for Type K copper and be comparable in design to the following: Ford BA43-342 for V service line with 5/8" x 3/4" or 3/4" meter size Brass gate valve required for 1-�/z" and 2" sizes SERVICE LINE Service line shall be of Type K copper tube or approved one piece SDR9 polyethylene with restrained compression brass fittings and stainless steel inserts. Other products of comparable features and equal quality may be substituted for the above items with approval of the Engineer. 3. CONSTRUCTION METHODS See City Standard Specification Section 022020, "Excavation and Backfill for Utilities ". Service lines shall be placed by the Contractor as indicated on the drawings and as directed by the Engineer. Relocation of existing meters and changeovers to the new system shall be done only under the direct supervision of the City Water Department. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, water service lines shall be measured with the units indicated in the Bid Form for each size of service line. Payment for service lines shall include,but not be limited to, the following: copper tubing, corporation stop, service clamp, angle meter stop, trenching, trench safety, backfilling including pavement repair, testing, flushing, clean-up and site restoration; and shall be full compensation for all labor,equipment,tools and incidentals required for proper installation of the water service lines. 026404 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026409 TAPPING SLEEVES AND TAPPING VALVES 1. DESCRIPTION This specification shall govern all work and materials required for furnishing and installing tapping sleeves, sleeves and valves required to complete the project. 2. MATERIALS Tapping sleeves shall have a Class 125 ANSI B16.1 outlet flange of cast iron, ductile iron or stainless steel. Sleeves shall be of ductile iron or 304 or 316 stainless steel. Lugs, bolts, washers and nuts shall be of 304 or 316 stainless steel. Iron sleeves shall be of the mechanical joint or caulked joint type as manufactured by Mueller, Clow, or approved equal. Stainless steel sleeves shall be of the compression gasket type capable of providing full support of the tapped pipe, as manufactured by Ford, Smith Blair, Romac, or approved equal. Gasket materials shall be of material suitable for potable water systems. Tapping sleeves shall be sized for the type and size of pipe to be tapped. The class of asbestos cement pipe that will most likely be encountered in the water will be Class 200 for pipes 6 inches in diameter and smaller, and Class 150 for larger pipes. It should be understood that existing pipes to be tapped may not be of the type of material and/or size that is shown on the drawings. The proper size and type of tapping sleeve shall be provided and installed regardless of what is encountered. Tapping valves shall conform to AWWA Standards and City Standard Specification Section 026411, "Gate Valves for Waterlines". Valve boxes shall be as described in City Standard Specification Section 026411, "Gate Valves for Waterlines". 3. CONSTRUCTION METHODS Construction methods shall adhere to those set out in City Standard Specification Section 026402 "Waterlines", and City Standard Specification Section 022020 "Excavation and Backfill for Utilities". 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, tapping sleeves and tapping valves shall be measured on a per each basis for each size installed. Payment for tapping sleeves and tapping valves shall include, but not be limited to, furnishing and installing the valves complete in-place including joint materials, cast iron valve box,box extension, cover, concrete collar, and all other related items such as bolting,wrapping, cement-stabilized sand encasing, backfilling and compacting; and shall be full compensation for all labor, material, tools, equipment and incidentals required to properly install the valves as indicated and specified. 026409 Page 1of1 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026411 GATE VALVES FOR WATERLINES 1. DESCRIPTION This specification shall govern all work necessary to provide and install all gate valves and valve boxes required to complete the project. 2. MATERIALS Gate Valves All valves shall meet the following requirements. Gate valves shall conform to AWWA Standard C515. 1) The gate valves shall be ductile iron resilient wedge (C515)with non-rising stems. 2) Valve ends shall be flanged or mechanical joint type or a combination of these as indicated or specified. A complete set of joint materials shall be furnished with each valve, except for bell ends and flanges. 3) Valves 16 inches and larger shall be furnished for horizontal installation—lay over. 4) Stem seals shall be the O-ring type on valves through 12-inch size. Valves 16 inches and larger may be equipped with stuffing boxes. 5) Valves shall open left(counter clockwise). Valves over 18 inches shall have the main valve stem furnished with a combination hand wheel and operating nut. 6) Tapping valves to be used with tapping saddles shall have one end mechanical joint. 7) No position indicator will be required. 8) Within 30 days after award of contract, the Contractor shall submit in triplicate, for approval,the following: a) Certified drawings of each size and type of valve 16 inches and larger showing principal dimensions, construction details, and materials used. b) On all size valves, the composition of bronze to be offered for various parts of the valve, complete with minimum tensile strength in psi, the minimum yield strength in psi, and the minimum elongation in 2"per cent. 026411 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. CONSTRUCTION METHODS Gate Valves Gate valves shall be installed as indicated on the drawings. Cast Iron Valve Boxes Valve boxes shall be installed as indicated on the drawings. When valves are in the street right-of- way, the top of box shall be set flush with the pavement or surrounding ground. In cultivated areas, the top of box shall be set twelve inches (12")below natural ground and long enough to be raised to natural ground at a future date. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, gate valves for waterlines will be measured as a unit for each gate valve and valve box installed. Payment shall include, but not be limited to, furnishing and installing the valves complete in-place including joint materials, cast iron valve box, box extension, cover, concrete collar, and all other related items such as bolting, wrapping, cement- stabilized sand encasing, backfilling and compacting; and shall be full compensation for all labor, material, tools, equipment and incidentals required to properly install the valves as indicated and specified. 026411 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 026416 FIRE HYDRANTS 1. DESCRIPTION This specification shall govern all work necessary to provide all bre hydrants required to complete this project. 2. MATERIALS Concrete: Concrete shall be Class "A" in accordance with Section 030020 "Portland Cement Concrete" of the City Standard Specifications, with a minimum compressive strength of 3000 psi at 28 days. Fire Hydrants: The fire hydrants shall conform to AWWA C502 (or latest edition) standard specifications for fire hydrants for ordinary water works service, except for changes, additions and supplementary details specifically outlined herein: a) Hydrants - Hydrants shall be of the traffic model type equipped with a safety flange or collar on both the hydrant barrel and stem. b) Type of Shutoff- The shutoff shall be of the compression type only. C) Inlet Connection - The inlet shall be ASA A-21.11 1964 mechanical joint for six-inch (6"), Class 150 ductile iron pipe. A complete set of joint material shall be furnished with each hydrant. d) Delivery Classifications -Each hydrant shall have two hose nozzles and one pumper nozzle. e) Bury Len_ - The hydrants shall be furnished in the bury length as indicated on drawings. f) Diameter (Nominal Inside) of Hose and Pumper Nozzles - The hose nozzles shall be two and one-half inches (2-�/z") inside diameter and the pumper nozzle shall be four inches (4") inside diameter. g) Hose and Pumper Nozzle Threads - The hose nozzles shall have two and one-half-inch (2-�/z")National Standard thread (7-�/z threads per inch). The pumper nozzle shall have size (6) threads per inch with an outside diameter of 4.658 inches, pitch diameter of 4.543 inches, and a root diameter of 4.406 inches. h) Harnessing Lugs -None required. i) Nozzle Cap Gaskets -Required. j) Drain Openings -Required. 026416 Page 1 of 3 Rev.3-25-15 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 k) Tapping of Drain Opening- Tapping of the drain opening for pipe threads is not required. 1) Nozzle Chain-Not required. m) Direction to Open - The hydrants shall open left(counter clockwise). n) Color of Finish Above Ground Line - That portion of the hydrant above the ground line shall be painted chrome yellow. o) Shape and Size of Operating and Cap Nuts - The operating and cap nuts shall be tapered pentagon one and one-fourth inches (1-1/4") point to face at base and one and one-eighth inches (1-1/8")point to face at top of nut. p) Nozzle Cap Chains -Hydrants shall be furnished without nozzle cap chains. q) Size of Fire Hydrant - The main valve opening shall not be less than five and one-quarter inches (5-1/4")inside diameter. r) Valve Facing - The main valve facing of the hydrant shall be rubber with 90± Durometer hardness. When the main valve lower washer and stem nut are not an integral casting then the bottom stem threads shall be protected with a bronze cap nut and a bronze lock nut. S) Barrel Sections - The hydrant shall be made in two or more barrel sections with flanges connecting the barrel to the elbow and to the packing plate. t) Breakable Coupling - Hydrants shall be equipped with a breakable coupling on both the barrel section and the stem. The couplings shall be so designed that in case of traffic collision the barrel and stem collar will break before any other part of the hydrant breaks. u) Hydrant Adjustment - The hydrant shall be designed as to permit its extension without excavating after the hydrant is completely installed. v) Breakable Collars, Barrel and Stem - Weakened steel or weakened cast iron bolts that are used in the breakable barrel couplings will not be acceptable. w) Operating Stem - Stems that have operating thread located in the waterway shall be made of manganese bronze, Everdure, or other high quality non-corrodible metal. Stems that do not have operating threads located in the waterway must be sealed by a packing gland or "O"-ring seal located between the stem threads and waterway. Iron or steel stems shall be constructed with a bronze sleeve extending through the packing or "O"-ring seal area. The sleeve shall be of sufficient length to be in the packing gland "O"-ring seal in the both open and closed positions of the main valve. The sleeve shall be secured to the steel stem so as to prevent water leakage between the two when subjected to 300 pounds hydrostatic test pressure. 026416 Page 2 of 3 Rev.3-25-15 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 x) Drain Valve Mechanism - Drain valves operating through springs or gravity are not acceptable. Y) Operating Stem Nut - The operating stem nut shall be designed to prevent seepage or rain, sleet, and the accumulation of dust between the operating nut and the hydrant top. Z) Packing Gland or "O"-Rin _g SealSeal - Fire hydrants having the threaded part of the stem at the hydrant top shall be equipped with a packing gland or an "O"-ring seal immediately below the threaded section of the stem. 3. CONSTRUCTION METHODS Fire hydrants shall be installed as shown on drawings. Minimum burial length shall be 3 feet. Breakable couplings shall be located at least 2 inches and less than 6 inches above finish grade. Hydrants and fittings shall be stored on timber and kept clean. The interior surfaces of hydrants and fittings shall be washed and sterilized with approved sterilizing agent, if requested by the Engineer at the time of installation. 4. CERTIFICATION The manufacturer shall furnish to the Engineer two (2) certified sets of prints showing complete details and dimensions of the hydrant. The manufacturer shall furnish to the Engineer one (1) certified copy of the physical tests of all metals used in the manufacture of the fire hydrant that is normally manufactured and that will meet these specifications. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, fire hydrants will be measured as a unit per each. Payment shall include, but not be limited to, furnishing and installing the complete fire hydrant assembly with valve, 6-inch line and fitting on the main; and shall be full compensation for all labor, materials,tools, equipment and incidentals required to properly complete the work. 026416 Page 3 of 3 Rev.3-25-15 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027200 CONTROL OF WASTEWATER FLOWS (TEMPORARY BYPASS PUMPING SYSTEMS) 1. GENERAL 1.1 DESCRIPTION A. This specification shall govern all work necessary for designing, installing, implementing, operating, and maintaining a temporary bypass pumping and flow control system, as provided by the Contractor for the purpose of diverting wastewater flow around the work area for the duration necessary to complete the work (i.e., control of wastewater flows). The Contractor shall furnish all materials, labor, equipment, power, maintenance, and incidentals required to maintain continuous and reliable wastewater service in all lines for the duration of the project. 1.2 SUBMITTALS A. Bypass Pumping Plan Form: It shall be the Contractor's responsibility to legibly and thoroughly complete, in its entirety, the attached Bypass Pumping Plan Form and submit it to the Engineer and/or the appropriate City staff for review and approval, prior to the installation of any pumping system proposed for use. Unless the bypass pumping is associated with an emergency work order, the standard approval protocol is as follows: The Contractor prepares and submits the plan to the Engineer a minimum of 7 days prior to mobilizing to site. The Engineer reviews the bypass plan and coordinates approval with Engineering Services and the Operating Department. Engineer and City will put forth a reasonable level of effort to expedite the review and approval process. No deviation from the procedure shall be allowed. B. Bypass Pumping Plan Schematic: In addition to the above referenced form, the Contractor shall also furnish a sufficiently detailed schematic drawing identifying the approximate location of all bypass pumping system components. The schematic drawing shall clearly label parallel/crossing streets, identify landmark structures, and depict the locations of all pumps and piping. At a minimum, the bypass pumping plan schematic drawing and associated attachments should include the following items: 1) Pump curves showing designed operation point for this specific project 2) Approximate location of bypass system pumping components 3) Location of manhole or access point for suction and discharge 4) Configuration,routing, location and depth of the suction and discharge piping 5) General arrangement/type of additional support equipment. 6) Temporary pipe supports, anchoring and thrust restraint blocks,if required 7) Traffic Control Plan and Traffic Department permit if the bypass is within the right- of-way. 8) Description of the method for removing pressure and all wastewater from existing force mains being taken out of service,if necessary. 9) All other City-department and Regulatory requirements. 027200 Page 1 of 7 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 10) Sewer plugging locations, method, and types of plugs 11) Method of protecting discharge manholes or structures from erosion and damage. 1.3 RESPONSIBILITY/AUTHORITY A. It is essential to the operation of the existing wastewater system that there is no interruption in the flow of wastewater throughout the duration of the project. The Contractor shall be completely responsible for designing, scheduling, providing, installing, operating, fueling and maintaining the temporary bypass pumping system in a manner that does not cause or contribute to overflows, releases, or spills of wastewater from the wastewater or bypass system. The Contractor shall neither anticipate nor expect any assistance from the City of Corpus Christi departments for any of the bypass operation. B. Contractor shall provide a responsible employee to man the bypass system 24 hours per day, 7 days per week during operation. The monitoring employee shall be properly trained, experienced, and mechanically qualified such that they can quickly and effectively address any potential emergency and non-emergency situations associated with the bypass system which must remain in operation. The wastewater and bypass systems should be inspected at least once every 2 hours. The Contractor shall be responsible for ensuring that the wastewater collection system is not compromised during bypass installation or operation, and contractor shall ensure that the system operates properly during this period. C. The Contractor shall consider and be responsible for the impacts on the collection system area, both upstream and downstream of the bypass and shall maintain the system in a manner that will protect public and private property from damage and flooding. Upstream impacts may include, but are not limited to backups and overflows. Downstream impacts may include,but are not limited to surcharges and overflows. D. Contractor shall make all effort to minimize spills of raw wastewater during the improvements and bypassing. All spills and sanitary sewer overflows shall immediately be reported to the City at 361-826-2489 and the Contractor shall be solely responsible for wash down, clean-up and disinfection of said spillages or overflows to the satisfaction of the owner at no additional cost to the City of Corpus Christi. E. The City is permitted through the Texas Commission on Environmental Quality to operate the wastewater system. The final authority comes from the City as to the operation of the wastewater system and as such it reserves the right to halt the bypassing operation at any time in order to maintain public health and safety. 027200 Page 2 of 7 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2. PRODUCTS 2.1 MATERIALS A. Bypass Pumps a. Pumps shall be fully automatic self-priming pumps that do not require the use of foot-valves or vacuum pumps in the priming system. The pumps may be electric or diesel powered. Pre-approved manufacturers are Godwin or Rain-for-Rent. Approved equals may be considered by the Engineer if they meet all requirements in this specification but Contractor shall provide submittal package for Engineer's review and approval prior to installation. Pumps shall be equipped with critically silenced, sound attenuated enclosures with a maximum 65 dB (10-feet from pump), a diesel day tank with a minimum 24-hour runtime without refuel, and automatic start/stop controls for each pump. b. Pumping capacity of the bypass pump shall be capable of handling the flow conditions at all times and shall provide a minimum of 1.5 times the existing capacity of whatever line or lift station is being bypassed. c. The Contractor shall have adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. In critical installations, as determined by the Engineer, one standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump failure. B. Suction and Discharge Piping: Determined according to pump size, flow calculations, system operating conditions, manhole depth, and length of suction piping in accordance with the pump manufacturers specifications and recommendations. In order to prevent the accidental spillage of flows, all discharge systems shall be temporarily constructed of heavy-duty pipe with positive restrained joints. a. High Density Polyethylene (HDPE) I. Homogeneous throughout, free of visible cracks, discoloration, pitting, varying wall thickness, holes, foreign material, blisters, or other deleterious faults. Defective areas shall be cut out and butt-fusion welded as per manufacturer's recommendations. ii. Assembled and joined at site using couplings, flanges, or butt-fusion method to provide leak proof joint, as per manufacturer's recommendations and ASTM D- 2657. iii. Fusing must be performed by personnel certified as fusion technicians by manufacturer of HDPE pipe and/or fusing equipment. Fused joints shall be watertight and have tensile strength equal to that of pipe. iv. HDPE is required to be used in or adjacent to environmentally sensitive areas. b. Polyethylene Plastic Pipe (PE) I. High density solid wall and following ASTM F714 Polyethylene (PE) Plastic Pipe (SDR-DR)based on outside diameter, ASTM D1248 and ASTM D3550 ii. Homogeneous throughout, free of visible cracks, discoloration, pitting, varying wall thickness,holes, foreign material,blisters, or other deleterious faults. c. Quick-Disconnect Steel Galvanized Pipe and Heavy-Duty Flexible Hoses 027200 Page 3 of 7 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 I. Must consist of heavy-duty steel with high tensile strength, x-ray welded, abrasion resistant and suitable for intended service with a maximum pressure rating of at least 174 PSI ii. Bauer quick-disconnect fittings/joints shall be restrained and watertight. Joints shall consist of vacuum sealing O-rings to help pumps prime faster and perform at their designed flow rates with no leaks, even at high pressure ratings iii. Joints shall provide 30-degree articulation at every coupling and shall not require perfect alignment to make each connection. iv. The galvanized couplings shall not be hindered by sand, mud, and grit. d. Valves and Fittings I. Contractor shall provide valves and fittings as necessary and in accordance with the approved pipe materials shown above. e. Plugs I. Selected and installed according to size of line to be plugged, pipe, manhole configurations, and based on specific application. ii. Prior to use, Engineer may inspect plugs for defects which may lead to failure. iii. Contractor shall provide additional plugs in the case of failure f. Miscellaneous I. When temporary piping crosses local streets/roadways and private driveways, Contractor shall provide traffic ramps or covers designed, installed, and maintained for H-20 loading requirements while in use. 3. EXECUTION 3.1 SCHEDULING& COORDINATION A. Unless the bypass pumping is associated with an emergency work order, the Contractor shall provide a minimum of 48 hour notice to the Engineer and Wastewater Department for the startup of bypass operations once the completed bypass plan has been approved by the design engineer. Unless needed otherwise for emergency work, no bypassing shall be initiated on Friday, Saturday or Sunday, or the day immediately preceding a City holiday. B. Inclement Weather: The Contractor shall not be allowed to commence bypass operation should inclement weather be forecast for the period of the scheduled improvements. C. Under special circumstances, as identified by the Engineer, where critical lines with large service areas are being bypassed, the Contractor is responsible for setting up a meeting between the Engineer/City/Operating Department to affirm and coordinate the approved bypass plan and to verify the intended site installation conforms to the approved plan. Engineer may also require the bypass system to be in service for at least 24-hours prior to taking existing gravity lines or force mains out of service to demonstrate reliability. D. Before beginning bypass operations, the Engineer/City Operating Department must be notified for field verification of pumps, piping, and equipment, etc., to ensure the site installation conforms to the approved plan. 027200 Page 4 of 7 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 E. Before beginning bypass operations, the Contractor shall confirm appropriate emergency contact information has been provided to the City and Engineer on the Bypass Pumping Plan Form including emergency cell phone number of bypass operators/monitors responsibly manning the bypass system 24 hours per day along with the project superintendent and pump supplier. F. The Contractor can work extended hours, if approved by the Engineer, to perform the improvements during the bypass operation. Work during extended hours cannot create a nuisance for the neighbors. G. Once a lift station is taken out of service and bypass operations begun, work shall be continuous on the lift station improvements until all improvements are completed and the lift station is returned to normal service. H. The Contractor shall cease bypass pumping operations and return flows to the new and/or existing wastewater system when directed by the Owner. This may be expected if the bypass system is not in accordance with this specification or if inclement weather is in the forecast. 3.2 INSTALLATION&OPERATIONS A. Installation of Temporary Force Mains a. Force mains may be placed along shoulder of road, medians, and/or outside of pavement. Do not place in streets or sidewalks without Engineers approval. b. When temporary piping crosses local streets/roadways and/or private driveways, Contractor shall provide traffic ramps or covers designed, installed, and maintained for H-20 loading requirements while in use. c. When traffic ramps cannot be used, install temporary piping in trenches and cover with temporary pavement, as approved by the Engineer. B. Discharge piping to gravity lines or manholes shall be designed in such a manner as to prevent discharge from contacting manhole walls or benching with as minimal turbulence as possible. C. Plugging or blocking of wastewater flows shall incorporate a primary and secondary plugging device. When plugging or blocking is no longer needed for performance and acceptance of work, it is to be removed in a manner that permits the wastewater flow to slowly return to normal without surge, to prevent surcharging or causing other major disturbances downstream. D. The Contractor shall not cut existing force mains or gravity lines until it is determined that the containment area in place is sufficient for handling any wastewater within the pipe. E. Some locations may require multiple bypass systems. If bypass system is provided with air release valves, then the valve drains shall be piped to a manhole for discharge. F. Upon completion of the bypass pumping operations, remove piping, restore property to pre-construction condition and restore pavement. 027200 Page 5 of 7 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. MEASUREMENT AND PAYMENT Unless otherwise specified in the Bid Form, Control of Wastewater Flows (Temporary Bypass Pumping Systems) shall not be measured for pay but will be considered subsidiary to the applicable pay item, to include all material, labor, equipment and supervision necessary to complete the bypass design,planning, coordination,installation, operation, maintenance and removal. 027200 Page 6 of 7 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BYPASS PUMPING PLAN FORM Date: Project Title: No.: Engineer: Contractor: Service Area: Lift Station No.(if applicable): Start Date &Time: Completion Date &Time: Sewer Line Size being Bypassed: Estimated Peak Flow: Line Plugging Method&Locations: Suction Manhole or Lift Station Number and Depth: Discharge Manhole or Lift Station Number and Depth: Maximum Surcharge Depth Allowed: Bypass Forcemain Size, Material&Length: Pump Description: (Self-Priming,Critically Silenced,and Automatic Level Controls Required) Make, Model, Suction/Discharge Size: Diesel or Electric Total Number of Pumps/Standby Pumps: Total &Firm Capacity(GPM @ TDH): Vacuum Trucks (if required,number and capacity): Contractor Personnel Manning Bypass System (24 hours/day): Name: Phone: Name: Phone: Emergency Contacts: Name: Phone: Name: Phone: Additional Notes: Required Checklist: YES NO ❑ ❑ Schematic drawing providing details of proposed bypass pumping system,routing of bypass lines(using manhole numbers and/or lift station names as applicable),equipment location,and proposed sequencing. ❑ ❑ Has traffic control plan been appropriately modified to facilitate the bypass pumping equipment? ❑ ❑ Pumps: Self-priming&Critically Silenced. Provide pump curve with Bypass plan. (Requirement). ❑ ❑ Contractor shall coordinate with Supplier for appropriate instruction and training on pump operation. ❑ ❑ Have emergency and/or backup provisions been made for quick pump change out in the case of system failure? ❑ ❑ Contractor has confirmed no rain(less than 1/2-in)in the forecast? Prepared by: Reviewed by: Contractor Representative Date Wastewater Representative Date 027200 Page 7 of 7 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027202 MANHOLES 1. DESCRIPTION This specification shall govern the furnishing of all materials and construction of manholes composed of a concrete base and concrete walls as shown on the drawings,to the lines, grades and dimensions shown on drawings or established by the Engineer. 2. MATERIALS Concrete for cast-in-place storm water manholes and storm water junction boxes shall be Class C (3,600 psi at 28 days). Manholes for wastewater shall be made from fiberglass only, in accordance with City Standard Specification Section 027205 "Fiberglass Manholes". Mortar for plastering shall be one (1)part Portland cement to three (3) parts clean hard and sharp mortar sand, free of all foreign substances or injurious alkalis. Reinforcing steel, where used, shall conform to the requirements of Section 032020 "Reinforcing Steel". All wastewater manhole rings and covers for streets shall be East Jordan Iron Works, Inc. product V1430 CV or V1420/1480 Z1, or pre-approved equal, and shall have the seating surface of ring and cover machined to secure a snug fit per the City Standard Wastewater Details. All storm water manholes shall be East Jordan Iron Works,Inc.product VI 168 assembly,and for school zones shall be a bolted assembly per the City Standard Storm Water Details. Steps are not required for wastewater and storm water manholes. Joint material for precast concrete manholes shall be Ram-Nek Flexible Plastic Gaskets as manufactured by K. T. Snyder Company, Houston, Texas, or an approved equal. 3. EXCAVATION The Contractor shall do all necessary excavation for the various manholes, conforming to size and dimensions shown on plans plus a maximum of four(4)feet working room. Excavation shall not be carried to greater depth than required. Subgrade under manhole footings shall be compacted to not less than 95% Standard Proctor density. Shoring shall be the responsibility of the Contractor and shall be installed as necessary. Shoring shall not be removed or backfilled around until entire manhole is completed, unless authorized by the Engineer. Shoring shall remain in place at least twenty-four(24) hours after concrete work has been completed. 027202 Page 1 of 3 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. CONCRETE MANHOLES (STORM WATER ONLY) (1) Formed-in-Place Manholes: Where formed concrete is used, forms shall be built to dimensions shown on the standard details. Inserts and openings shall be formed so concrete will notbe injured during process of stripping forms. Forms shall be braced and tied to prevent spreading or bulging, and shall meet approval of the Engineer prior to placing concrete. Forms shall remain in place for minimum of twenty-four(24) hours, and shall be removed within a maximum time of seven (7) days after completion of concrete work. Reinforcing steel, if required, shall be as shown on the plans. The bottom of manholes shall be carefully formed and inverted smoothly when finished, with pipes cut to fit inside surface of walls. (2) Precast Manholes Precast manholes shall allow unobstructed view of all pipes connected to the manhole. Precast manholes shall be designed to support HS-20 traffic loading and designed by a Texas licensed professional engineer. The upper 18 inches of the corbel shall be brick to facilitate subsequent grade adjustment. Either concentric or eccentric cones may be required. Where not specified,eccentric cones shall be used. Manhole designs shall be submitted for approval by the Engineer. 5. GENERAL CONSTRUCTION METHODS All items shall be installed as the work progresses and as shown on the standard details. Work shall be completed and finished in a careful workmanlike manner,with special care being given to sealing joints around all pipe extending through walls of the manholes. After finishing walls,the bottom of the manhole shall be completed by adding sufficient concrete to shape the bottom in conformity with requirements on the plans. Where old manholes are adjusted to meet new lines and grades, all old masonry or concrete shall be thoroughly cleaned and wetted before j oining new masonry or concrete to it. HDPE adjustment rings are to be used to match roadway grade. A maximum of 18" of adjustment rings may be utilized. 6. BACKFILLING/LEAKAGE TESTING Backfilling around the manholes shall commence as soon as concrete or masonry has been allowed to cure the required time and forms and shoring have been removed. Backfill shall be placed in layers of not more than six inches (6") and compacted to a minimum of 95% Standard Proctor density before next layer is installed. Wastewater manholes shall withstand a leakage test not to exceed the values stated in City Standard Specification Section 027205 "Fiberglass Manholes", except that an additional 10 percent of loss will be permitted for each additional two feet head over a basic two-foot internal head. 027202 Page 2 of 3 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, manholes shall be measured by each individual structure built, and paid for at the unit price bid per each, of the size, type and depth specified, complete in-place, and meeting the approval of the Engineer. "Complete in-place" shall mean all labor, materials, tools, equipment and incidentals necessary to furnish and install the manholes, excavation,compaction,backfilling,dewatering,concrete foundation,connections,adjustment rings, ring and cover, concrete work, leakage testing,video inspection, and adjust the manholes to finish grade. Extra depth for wastewater manholes over six feet in depth shall be measured by the vertical foot and shall be paid for at the price bid per vertical foot for "Extra Depth for Manholes". Rehabilitation of existing manholes with fiberglass inserts shall be measured by each individual structure rehabilitated, and paid for at the unit price bid per each, of the size, type and depth specified, complete in-place, and meeting the approval of the Engineer. "Complete in-place" shall mean all labor, materials,tools, equipment and incidentals necessary to furnish and install the rigid fiberglass manhole inserts,make connections,grout the annular space,backfilling,adjustment rings, ring and cover, concrete work, leakage testing, and adjust the manholes to finish grade. 027202 Page 3 of 3 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027203 VACUUM TESTING OF WASTEWATER MANHOLES AND STRUCTURES 1. DESCRIPTION This specification governs all work and materials necessary to perform vacuum testing of new or existing wastewater manholes. Manholes may be tested after installation with all connections (existing and/or proposed) in place. Vacuum testing may be performed prior to or after backfilling by the installer. Final acceptance, in accordance with the requirements of this specification, will consist of vacuum testing of the completed and installed structure (manhole) in place to include manhole/adjustment rings and manhole casting. 2. MATERIALS Vacuum testing shall consist of a minimum of the following: (a) Engine. (b) Vacuum Pump. (c) Hose. (d) Test Head device capable of sealing opening in manhole casting as required. (e) Pneumatic Test Plugs - these plugs shall have a sealing length equal to or greater than the diameter of the connecting pipe to be sealed. 3. PROCEDURE (a) The test head shall be placed at the top of the manhole in accordance with the manufacturer's recommendations. (b) A vacuum of 10 inches of mercury shall be drawn on the manhole,the valve on the vacuum line of the test head closed, and the vacuum pump shut off. The time shall be measured for the vacuum to drop to 9 inches of mercury. (c) The manhole shall pass if the time for the vacuum reading to drop from 10 inches of mercury to 9 inches of mercury meets or exceeds the values indicated in Table 1. (d) If the manhole fails the initial test,necessary repairs shall be made by an approved method. The manhole shall then be retested until a satisfactory test is obtained. 027203 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 TABLE 1 -Minimum Test Times for Various Manhole Diameters (ASTM C1244) Depth Diameter(inches) (feet) 42 48 54 60 72 Time(seconds) 8 17 20 23 26 33 10 21 25 29 33 41 12 25 30 35 39 49 14 30 35 41 46 57 16 34 40 46 52 67 18 38 45 52 59 73 20 42 50 53 65 81 22 46 55 64 72 89 24 51 59 64 78 97 26 55 64 75 85 105 28 59 69 81 91 113 30 68 74 87 98 121 4. TESTING AND CERTIFICATION (a) Testing shall be done by the Contractor and witnessed by the Engineer or his designated representative. All manholes and structures shall be tested as finished and completed for final acceptance. (b) ANY DEFECTIVE WORK OR MATERIALS shall be corrected or replaced by the Contractor and retested. This shall be repeated until all work and materials are acceptable. 5. MEASUREMENT AND PAYMENT Unless otherwise indicated on the Bid Form, vacuum testing of wastewater manholes and structures will not be measured for pay. Such items shall be considered subsidiary to pay items applicable for Fiberglass Manholes, complete and in-place. 027203 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027205 FIBERGLASS MANHOLES 1. DESCRIPTION This specification shall govern all work required for providing, installing and adjusting fiberglass manholes required to complete the project. 2. GENERAL Fiberglass manholes shall be installed at the locations indicated on the drawings. 3. MATERIALS A. Manholes Fiberglass manholes shall be fabricated in accordance with ASTM D3753-"Standard Specification for Glass-Fiber-Reinforced Polyester Manholes and Wetwells,"latest edition, and the referenced design criteria as follows: 1. ASTM C581 Standard Practice for Determining Chemical Resistance of Thermosetting Resins Used in Glass-Fiber-Reinforced Structures Intended for Liquid Service 2. ASTM D695 Standard Test Method for Compressive Properties of Rigid Plastics 3. ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials 4. ASTM C923 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes and Laterals 5. ASTM D2412 Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading 6. ASTM D2583 Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor 7. ASTM D2584 Standard Test Method for Ignition Loss of Cured Reinforced Resins 8. ASTM D3034 Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings 9. ASTM F794 Standard Specification for Poly (Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter 10. ASTM C32 Standard Specification for Sewer and Manhole Brick (Made From Clay or Shale) The minimum wall thickness for all fiberglass manholes at all depths shall be 0.50 inch. The inside diameter of the manhole barrel shall be a minimum of 48 inches or as otherwise specified on the drawings,but shall not be less than 1.5 times the nominal pipe diameter of the largest pipe, whichever is larger. A concentric reducer over the barrel shall have a 027205 Page 1 of 6 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 minimum inside diameter of 31.75 inches at the top, unless otherwise indicated on the drawings. B. Manhole Pipe Connectors Manhole pipe connectors for Sanitary Sewer Application shall be made of corrosion resistant plastic. The connector shall eliminate leaks around the pipe entering the manhole wall and shall permit pipe movement without loss of seal integrity, and shall be in conformance with ASTM D3212. Material for elastomeric seal in push-on joints shall meetthe requirements of ASTM F477. Material for rubber sleeve shall meet the requirements of ASTM C443. Manhole pipe connectors between 4 inches and 15 inches shall be Inserta Tee from Fowler Mfg., or approved equal. Manhole pipe connection for Storm Sewer Application shall be made with Ram-Nek flexible plastic gasket material as manufactured by K.T. Snyder Company of Houston, Texas, or approved equal, and wrapped with Class `A' Subsurface Drainage Geotextile, AASHTO M288. C. Manhole Base Concrete shall be Class `A' in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". Caulk for seal between fiberglass manhole and concrete cast-in-place base shall be Epo-Flex epoxy(gun grade consistency)as manufactured by Dewey Supply of Corpus Christi,Texas, or approved equal. Precast reinforced concrete manhole base shall be in accordance with the requirements of ASTM C478, as shown on the construction plans and detail drawings. D. Inflow Inhibitors Inflow inhibitors shall be installed in sanitary manholes. They shall be of 316 stainless steel with an equivalent thickness of not less than 18 gauge, and load tested in excess of 3000 pounds. The inhibitor shall rest on the lip of the seating surface of the manhole ring and shall not exceed a depth of 6.5 inches. The seating surface of the inhibitor shall have an attached gasket on the weight-bearing side. The inhibitor shall have a gas relief valve made of Nitrite and shall operate at a one(1)psi differential pressure. The inhibitor shall be fitted with a handle of 3/16 plastic coated stainless steel cable attached to the insertbody with a 64 316 stainless steel rivet. The inhibitor shall be constructed of materials that withstand highly corrosive sewer gases. E. Ring and Cover Manhole ring and cover for all manholes shall be for street application and shall be as indicated on the drawings. Manholes 5 feet in diameter and larger shall require a nominal 3- foot ring and cover, as specified on the drawings. HDPE adjustment rings are to be used for 027205 Page 2 of 6 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 grade adjustments. A maximum of 18" of adjustment rings may be utilized. F. Flowable Grout Flowable grout(or flowable fill) shall consist of a mixture containing Portland cement, fly ash, sand,water, and"Darafill"admixture (or approved equivalent), in the amounts shown below (or otherwise proportioned to provide 100 psi compressive strength at 28 days), to achieve a paste-like consistency immediately prior to placing the flowable grout. The flowable grout mixture shall be supplied by an approved ready-mix supplier. The manufacturer's representative shall be consulted for any final adjustments to improve the flowability of the mixture. Commercially produced flowable grout may be used with approval of the Engineer. 100 lbs/ CY Portland Cement 300 lbs/ CY Fly Ash 2100 lbs/ CY Sand 250 lbs/ CY Water 6 oz/ CY "Darafill" admixture,as manufactured by Grace Construction Products, or approved equivalent. 4. CONSTRUCTION METHODS General: The limits of excavation shall allow for placing and removing forms, installing sheeting,shoring,bracing,etc. The Contractor shall pile excavated material in a manner that will not endanger the work and will avoid obstructing sidewalks, driveways, power poles, drainage structures,streets,etc. Subgrade under manhole footings shall be compacted to not less than 95% Standard Proctor density. Vertical Sides: When necessary to protect other improvements, the Contractor shall maintain vertical sides on the excavation. The limits shall not exceed three feet outside the footing on a vertical plane parallel to the footing except where specifically approved otherwise by the Engineer. The Contractor shall provide and install any sheeting, shoring, and bracing as necessary to provide a safe work area as required to protect workmen, structures, equipment,power poles, etc. The Contractor shall be responsible for the design and adequacy of all sheeting, shoring and bracing. The sheeting, shoring, and bracing shall be removed as the excavation is backfilled. Sloping Sides: In unimproved areas where sufficient space is available,the Contractor will be allowed to back slope the sides of the excavation. The back slope shall be such that the excavation will be safe from caving. Safety requirements shall govern the back slope used. De-watering: The Contractor shall keep the excavation free from water by use of cofferdams,bailing,pumping,well pointing, or any combination, as the particular situation may warrant. All de-watering devices shall be installed in such a manner as to provide clearance for construction,removal of forms, and inspection of exterior of form work. It is the intent of these specifications that the foundation be placed on a firm dry bed. The foundation bed shall be kept in a de-watered condition for a sufficient period of time to 027205 Page 3 of 6 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 insure the safety of the structure,but in no case shall de-watering be terminated sooner than seven(7)days after placing concrete. All de-watering methods and procedures are subjectto the approval of the Engineer. The excavation shall be inspected and approved by the Engineer before work on the structure is started. The Contractor shall provide a relatively smooth,firm foundation bed for footings and slabs that bear directly on the undisturbed earth without additional cost to the City, regardless of the soil conditions encountered. The Engineer will be the sole judge as to whether these conditions have been met. The Contractor shall pile excavated material in a manner that will not create an unsafe condition. Unauthorized Over-Excavation: Excavation for slabs, footings, etc., that rest on earth, shall not be carried below the elevation shown on the drawings. In the event the excavation is carried below the indicated elevation,the Contractor shall bring the slab, footing, etc.,to the required grade by filling with concrete. Wall Preparation for Pipe Penetrations: For sanitary sewer application,pipe penetrations for pipe sizes 4-inch through 15-inch shall be made with appropriately sized core drill bits recommended by the manufacturer. Pipe penetrations other than described above and as authorized by the Engineer shall be made as follows: cut shall be equal to the outside diameter of pipe to pass through it, plus 1/2 inch. Cuts are to be made using electric or gasoline powered circular saw with masonry blade. Impact type tools shall not be used. Handling: Manholes shall be handled and stored in a safe manner as necessary to prevent damaging either the manhole or the surroundings. If manhole must be moved by rolling,the ground which it traverses shall be smooth and free of rocks, debris, etc. Manholes shall be lifted as specified by the manufacturer. Height Adiustment: If necessary,utilize HDPE adjustment rings to adjust the manhole to the correct grade elevation. A maximum of 18" of adjustment rings may be utilized. Installation: Lower manhole into wet concrete until it rests at the proper elevation, and a minimum of six (6) inches into concrete, then plumb. Backfill Material: Unless shown otherwise on the drawings, initial backfill around manholes (from subgrade to five feet (5') above the top of the concrete footing) shall be flowable grout. The remaining final backfill around manholes shall be cement-stabilized sand, or approved equal, containing a minimum of 2 sacks of standard Type I or Type II Portland cement per cubic yard of sand, free of large hard lumps, rock fragments or other debris. The material shall be free of large lumps or clods which will not readily break down under compaction. This material shall be subject to approval by the Engineer. Backfill material shall be free of vegetation or other extraneous material. Topsoil should be stockpiled separately and used for finish grading around the structure, if necessary. 027205 Page 4 of 6 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Schedule of Backfilling: The Contractor may begin backfilling around manhole as soon as the concrete has been allowed to cure and the forms removed. Compaction: Backfill shall be placed in layers not to exceed 6 inches compacted thickness and mechanically tamped to at least 95% Standard Proctor density(ASTM D698). Backfill shall be placed in such a manner as to prevent any wedging action against the structure. Contractor shall follow operational requirements for bypass pumping as set forth in City Standard Specification Section 027200 "Control of Wastewater Flows". 5. TESTING Manholes shall be tested for leakage by either of two tests as specified by the Engineer. Water Leakage Test: The Contractor shall provide water, labor, and materials for testing. Testing shall be as follows: I. With sewers plugged, the manhole shall be filled with water. 2. The manhole shall be checked after 24 hours have elapsed. 3. Water loss shall not exceed 2.4 gallons per foot of depth for the 24-hour period for 4-foot diameter manholes, or 3.0 gallons per foot of depth for the 24-hour period for 5-foot diameter manholes. Water loss shall not exceed 0.6 gallon per foot of diameter per foot of depth for the 24-hour period for all sizes of sanitary manholes. 4. If the manhole is within 9 feet of a waterline that is not or cannot be encased, the manhole shall be tested for no leaks and no noticeable loss of water shall be experienced for the 24-hour period. If water loss is excessive,the Contractor shall correct the problem and the manhole shall be retested. Vacuum Test: Vacuum testing shall be in accordance with City Standard Specification Section 027203 "Vacuum Testing of Wastewater Manholes and Structures". 6. GRADE ADJUSTMENT OF EXISTING FIBERGLASS MANHOLES The adjustment of the ring and cover is to be achieved by removal or addition of HDPE grade adjustment rings that rest above the fiberglass corbel. If the ring and cover must be lowered to the extent that the new elevation cannot be achieved by removal of adjustment rings and it is necessary to remove a section of the fiberglass manhole, this work shall be done as described below. Note that manhole repair kits are available for this work. Remove the appropriately sized section of the existing manhole from the vertical manhole wall at least 6 inches below the seam where the corbel meets the vertical wall. 027205 Page 5 of 6 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Excavate evenly around the manhole as required. Mark, cut and remove the required section of the manhole. Make a square cut as necessary for a good butt splice. Grind and clean ends of fiberglass that are to be re-united. Replace and align the top. Fiberglass a 6-inch strip along the outside seam all around with two layers of mat with one layer of woven roving sandwiched between. After the outside has set, go on the inside and fill any voids in the seam with epoxy or material provided by the manhole manufacturer for use in such application. After the putty has set, fiberglass a 6-inch strip on the inside as previously done on the outside. After curing,backfill with cement-stabilized sand,as described above,compacted to a minimum of 95% Standard Proctor density (ASTM D698) or as directed by the Engineer or his designated representative. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,fiberglass manholes shall be measured per each for each size (diameter) of manhole indicated. Payment shall be made at the unit price bid and shall fully compensate the Contractor for all materials, labor, tools, equipment, and incidentals required to complete the work. Payment shall include, but not be limited to; excavation, dewatering, compaction, concrete foundation, manhole assembly,connections,cast iron frame and cover,adjustment to finish grade,concrete work,backfill, leakage testing, bypass pumping, and other work as required to complete the fiberglass manhole. Extra depth for a sanitary manhole over 6 feet in depth will be measured by the vertical foot of depth in excess of 6 feet and bid as "Extra Depth for Manhole (Wastewater)". Rehabilitation of existing manholes with fiberglass inserts shall be measured by each individual structure rehabilitated, and paid for at the unit price bid per each, of the size, type and depth specified, complete in-place, and meeting the approval of the Engineer. "Complete in-place" shall mean all labor, materials,tools, equipment and incidentals necessary to furnish and install the rigid fiberglass manhole inserts, make connections, grout the annular space with flowable grout, backfilling, leakage testing, and adjust the manholes to finish grade. 027205 Page 6 of 6 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027402 REINFORCED CONCRETE PIPE CULVERTS 1. DESCRIPTION This specification shall govern the furnishing and placing of reinforced concrete pipe culverts and the material and incidental construction requirements for reinforced concrete pipe sewers. The culvert pipe shall be installed in accordance with the requirements of these specifications to the lines and grades shown on the plans, and shall be of the classes, sizes and dimensions shown thereon. The installation of pipe shall include all joints or connections to new or existing pipe, headwalls, etc., as may be required to complete the work. 2. MATERIALS 1. General. Except as modified herein, materials, manufacture and design of pipe shall conform to ASTM C-76 for Circular Pipe. All pipe shall be machine made or cast by a process which will provide for uniform placement of the concrete in the form and compaction by mechanical devices which will assure a dense concrete. Concrete shall be mixed in a central batch plant or other approved batching facility from which the quality and uniformity of the concrete can be assured. Transit mixed concrete will not be acceptable for use in precast concrete pipe. 2. Desi;n. All pipe shall be Class III (Wall "B") unless otherwise specified on the plans. The shell thickness, the amount of circumferential reinforcement and the strength of the pipe shall conform to the specified class as summarized in ASTM C-76 for Circular Pipe. 3. Sizes and Permissible Variations. a. Variations in diameter, size, shape, wall thickness, reinforcement, placement of reinforcement, laying length and the permissible underrun of length shall be in accordance with the applicable ASTM Specification for each type of pipe as referred to previously. b. Where rubber gasket pipe joints are to be used, the design of the Joints and Permissible Variations in Dimensions shall be in accordance with ASTM C-443. 4. Workmanship and Finish. Pipe shall be substantially free from fractures, large or deep cracks and surface roughness. The ends of the pipe shall be normal to the walls and centerline of the pipe within the limits of variations allowed under the applicable ASTM specification. 5. Curin;. Pipe shall be cured in accordance with the applicable ASTM Specification for each type of pipe as referred to above. 6. Marking. The following information shall be clearly marked on each section of pipe: 027402 Page 1 of 7 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 a. The class of pipe. b. The date of manufacture. c. The name or trademark of the manufacturer. d. Marking shall be indented on the pipe section or painted thereon with waterproof paint. 7. Minimum Age for Shipment. Pipe shall be considered ready for shipment when it conforms to the requirements of the tests specified herein. 8. Inspection. The quality of materials, the process of manufacture, and the finished pipe shall be subject to inspection and approval by the Engineer at the pipe manufacturing plant. In addition, the finished pipe shall be subject to further inspection by the Engineer at the project site prior to and during installation. 9. Causes for Rejection. Pipe shall be subject to rejection on account of failure to conform to any of the specification requirements. Individual sections of pipe may be rejected because of any of the following: a. Fractures or cracks passing through the shell, except for a single end crack that does not exceed the depth of the joint. b. Defects that indicate imperfect proportioning, mixing and molding. c. Surface defects indicating honeycombed or open texture. d. Damaged ends,where such damage would prevent making a satisfactory joint. 10. Repairs. Pipe may be repaired if necessary, because of occasional imperfections in manufacture or accidental injury during the handling, and will be acceptable if, in the opinion of the Engineer, the repairs are sound and properly finished and cured and the repaired pipe conforms to the requirements of the specifications. 11. Rejections. All rejected pipe shall be plainly marked by the Engineer and shall be replaced by the Contractor with pipe that meets the requirements of these specifications. Such rejected pipe shall be removed immediately from the worksite. 12. Jointing Materials. Unless otherwise specified on the plans, the Contractor shall have the option of making the joints by any of the following methods: a. Ram-Nek, a pre-formed plastic base joint material manufactured by K. T. Knyder Company, Houston, Texas, or an approved equal. Use of Talcote as joint material will not be not permitted. Ram-Nek joint material and primer shall be supplied for 027402 Page 2 of 7 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 use on pipe in the following sizes, which is the minimum that will be required. Additional Ram-Nek may be required if, in the opinion of the Engineer, a proper joint is not secured. Pipe Size Primer Per 100 Jts. Cut Lengths Per Joint 12" 1.5 gals. 1�/2 pcs 1" x 2'-5" 15" 1.9 gals. 2 pcs 1" x2'-5" 18" 2.7 gals. 1�/2 pcs 11/2 " x 3'-5" 21" 3.8 gals. 2 pcs 11/2 "x 3'-5" 24" 6.2 gals. 2 pcs 11/2 "x 3'-5" 30" 8.5 gals. 21/2 pcs 11/2" x 3'-5" 36" 9.5 gals. 3 pcs 13/4" x 3'-5" 42" 12.0 gals. 3�/2 pcs 13/4"x 3'-5" 48" 15.0 gals. 4 pcs 13/4" x 3'-5" 54" 20.0 gals. 41/2 pcs 13/4"x 3'-5" 60" 25.0 gals. 5 pcs 13/4" x 3'-5" 66" 30.0 gals. 5�/2 pcs 13/4"x 3'-5" 72" 32.0 gals. 6 pcs 2" x 3'-5" 84" 35.0 gals. 7 pcs 2"x 3'-5" b. TYLOX Types "C", "C-P" or "CR" rubber gaskets, as applicable, as manufactured by Hamilton Kent Manufacturing Company, Kent, Ohio, or approved equal. All gaskets, lubricants, adhesives, etc., shall be manufactured, constructed, installed, etc., as recommended by the manufacturer of the rubber gasket material and conform to ASTM Designation: C-443. In addition, the Contractor shall furnish to the City, for approval, manufacturer's brochures detailing the complete use, installation, and specifications of concrete pipe and rubber gaskets before any rubber gasket material is used on the project. All rubber gaskets shall be fabricated from synthetic rubber. c. Cement Mortar is prohibited from jointing pipe except at manholes, pipe junctions, etc., or where specifically approved by the Engineer. d. Geotextile for wrapping pipe joints shall be Class "A" subsurface drainage type in accordance with AASHTO M288. 027402 Page 3 of 7 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. CONSTRUCTION METHODS Reinforced concrete pipe culverts shall be constructed from the specified materials in accordance with the following methods and procedures: 1. Excavation. All excavation shall be in accordance with the requirements of City Standard Specification Section 022020 "Excavation and Backfill for Utilities," except where tunneling or jacking methods are shown on the plans or permitted by the Engineer. When pipe is laid in a trench, the trench, when completed and shaped to receive the pipe, shall be of sufficient width to provide free working space for satisfactory bedding and jointing and thorough tamping of the backfill and bedding material under and around the pipe. The Contractor shall make such temporary provisions as may be necessary to insure adequate drainage of the trench and bedding during the construction operation. Pipe shall be placed such that the identification markings are visible at the top prior to backfill. 2. Beddin;. The pipe shall be bedded in accordance with the bedding details shown on the drawings. Bedding shall not be measured for pay,but shall be subsidiary to other work. If the subgrade of the trench is unstable, even if this condition occurs at relatively shallow depths, full encasement of the pipe with crushed stone shall be required. 3. Laying Pipe. Unless otherwise authorized by the Engineer, the laying of pipe on the prepared foundation shall be started at the outlet (downstream) end with the spigot or tongue end pointing downstream, and shall proceed toward the inlet(upstream) end with the abutting sections properly matched, true to the established lines and grades. Where bell and spigot pipe are used, cross trenches shall be cut in the foundation to allow the barrel of the pipe to rest firmly upon the prepared bed. These cross trenches shall be not more than two inches larger than the bell ends of the pipe. Proper facilities shall be provided for hoisting and lowering the sections of pipe into the trench without disturbing the prepared foundation and the sides of the trench. The ends of the pipe shall be carefully cleaned before the pipe is placed. As each length of pipe is laid, the mouth of the pipe shall be protected to prevent the entrance of earth or bedding material. The pipe shall be fitted and matched so that when laid in the bed, it shall form a smooth, uniform conduit. When elliptical pipe with circular reinforcing or circular pipe with elliptical reinforcing is used, the pipe shall be laid in the trench in such position that the markings "TOP" or "BOTTOM" shall not be more than 5 degrees from the vertical plane through the longitudinal axis of the pipe. For pipe over 42 inches in diameter, the Contractor may drill two holes not larger than 2 inches in diameter, in the top of each section of the pipe,to aid in lifting and placing. The holes shall be neatly drilled, without spalling of the concrete, and shall be done without the cutting of any reinforcement. After the pipe is laid, the holes shall be filled with mortar and properly cured, and placed such that they are visible from the top for inspection prior to backfill. Multiple installations of reinforced concrete pipe shall be laid with the center lines of 027402 Page 4 of 7 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 individual barrels parallel. When not otherwise indicated on plans, the following clear distances between outer surfaces of adjacent pipe shall be used. Diameter of Pipe 18" 24" 30" 36" 42" 48" 54" 60" to 84" Clear Distance Between Pipes 0'-9" 0'-11 " 1'-1" 1'-3" 1'-5" 1'-7" 1'-1l" 2'-0" 4. Jointing. a. If the use of Portland cement mortar joints is allowed, all pipe shall be jointed tight and sealed with stiff mortar, composed of one part Portland cement and two parts sand, so placed as to form a durable water-tight joint. The installation shall be as required by the Engineer. b. Joints using Rubber Gaskets: Where rubber gasket pipe joints are required by the plans, the joint assembly shall be made according to the recommendations of the gasket manufacturer. Water-tight joints will be required when using rubber gaskets. c. Joints using Cold-Applied Preformed Plastic Gaskets shall be made as follows: A suitable prime of the type recommended by the manufacturer of the gasket joint sealer shall be brush-applied to the tongue and groove joint surfaces and the end surfaces and allowed to dry and harden. No primer shall be applied over mud, sand or dirt or sharp cement protrusions. The surface to be primed must be clean and dry when primer is applied. Before laying the pipe in the trench, the plastic gasket sealer shall be attached around the tapered tongue or tapered groove near the shoulder or hub of each pipe joint. The paper wrapper shall be removed from one side only of the two-piece wrapper on the gasket and pressed firmly to the clean, dry pipe joint surface. The outside wrapper shall not be removed until immediately before pushing the pipe into its final position. When the tongue is correctly aligned with the flare of the groove, the outside wrapper on the gasket shall be removed and the pipe shall be pulled or pushed home with sufficient force and power(backhoe shovel, chain hoist,ratchet hoist or winch) to cause the evidence of squeeze-out of the gasket material on the inside or outside around the complete pipe joint circumference. The extruded gasket material shall be smoothed out over the joint on the exterior and interior of the pipe. Any joint material pushed out into the interior of the pipe that would tend to obstruct the flow shall be removed. (Pipe shall be pulled home in a straight line with all parts of the pipe on line and grade at all times.) Backfilling of pipe laid with plastic gasket joints may proceed as soon as the joint has been inspected and approved by the Engineer. Special precautions shall be taken in placing and compacting backfill to 027402 Page 5 of 7 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 avoid damage to the joints. When the atmospheric temperature is below 60 degrees F, plastic joint seal gaskets shall either be stored in an area warmed to above 70 degrees F, or artificially warmed to this temperature in a manner satisfactory to the Engineer. Gaskets shall then be applied to pipe joints immediately prior to placing pipe in the trench, followed by connection to previously laid pipe. d. Pipe Joints for storm sewers shall be wrapped with geotextile material. The geotextile wrap shall be at least 2 feet wide and shall be centered on each joint. 5. After the pipe has been placed, bedded and jointed as specified, filling and/or backfilling shall be done in accordance with the applicable requirements of City Standard Specification Section 022020 "Excavation and Backfill for Utilities." If unstable conditions are encountered, fully encase the pipe with crushed stone as described above. When mortar joints are allowed, no fill or backfill shall be placed until the jointing material has been cured for at least six (6)hours. Special precautions shall be taken in placing and compacting the backfill to avoid any movement of the pipe or damage to the joints. For side drain culverts and all other culverts where joints consist of materials other than mortar, immediate backfilling will be permitted. 6. Unless otherwise shown on the plans or permitted in writing by the Engineer, no heavy earth moving equipment will be permitted to haul over the structure until a minimum of 4 feet of permanent or temporary compacted fill has been placed thereon. Pipe damaged by the Contractor's equipment shall be removed and replaced by the Contractor at no additional cost. 7. Cleaning and Television Inspection. All enclosed reinforced concrete pipe and manholes installed on this project shall be cleaned and televised in accordance with City Standard Specification Section 027611 "Cleaning and Televised Inspection of Conduits." 4. MEASUREMENT Unless otherwise specified on the Bid Form, reinforced concrete pipe will be measured by the linear foot. Such measurement will be made between the ends of the pipe barrel along its central axis. Where spurs or branches, or connections to existing pipe lines are involved, measurement of the spur or new connecting pipe will be made from the intersection of its center axis with the outside surfaces of the pipe into which it connects. Where inlets, headwalls, catch basins, manholes,junction chambers, or other structures are included in lines of pipe, that length of pipe tying into the structure wall will be included for measurement but no other portion of the structure length or width will be so included. For multiple pipes, the measured length will be the sum of the lengths of the barrels measured as prescribed above. 027402 Page 6 of 7 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 5. PAYMENT Payment for reinforced concrete pipe measured as prescribed above will be made at the contract unit price bid per linear foot for the various sizes of "Reinforced Concrete Pipe" of the class specified. Payment shall be full compensation for furnishing and transporting the pipe; hauling and placing of earth cushion material where required for bedding pipe; for the preparation and shaping of beds; for hauling, placing and jointing of pipes; for furnishing and installing geotextile pipe joint wrapping; for end finish; for all connections to existing and new structures; for cleaning and television inspection; and for all other items of materials, labor, equipment, tools, excavation, backfill and incidentals necessary to complete the culvert or storm sewer in accordance with the plans and these specifications. 027402 Page 7 of 7 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027602 GRAVITY WASTEWATER LINES 1. DESCRIPTION This specification shall govern all work required for furnishing, handling and installing gravity wastewater lines required to complete the project. 2. MATERIALS A. Pipe and Fittings: 1. POLY-VINYL CHLORIDE (PVC) PIPE and fittings shall be in accordance with the following: 6"Gravity Sewer Pipe ASTM D3034 DR 26 8"Gravity Sewer Pipe ASTM D3034 DR 26 10" Gravity Sewer Pipe ASTM D3034 DR 26 12" Gravity Sewer Pipe ASTM D3034 DR 26 15" Gravity Sewer Pipe ASTM D3034 DR 26 18" Gravity Sewer Pipe ASTM F679 DR 26 24" Gravity Sewer Pipe ASTM F679 DR 26 30" Gravity Sewer Pipe ASTM F679 DR 26 36"Gravity Sewer Pipe ASTM F679 DR 26 PS115 42" Gravity Sewer Pipe ASTM F679 DR35 PS46 48" Gravity Sewer Pipe ASTM F679 DR35 PS46 Pipe and fittings shall have push-on compression gasket joints in accordance with ASTM D3212 and shall be a non-blue color. 2. POLY-VINYL CHLORIDE (PVC) PRESSURE PIPE shall be AWWA C900 or C905 integral green (non-blue color) with a minimum pressure rating of not less than 150 psi, made of Class 12454-A or Class 12454-B virgin compounds, as defined in ASTM D1784. One (1) 20-ft. section of PVC pressure pipe, with appropriate adapters or as an encasing pipe over the carrier pipe, shall be used for gravity wastewater lines at all waterline crossins, and shall be centered under/ over the waterline as indicated on the drawings. Maintain a minimum of 2 feet vertical clearance between outsides of pipes where a new waterline crosses over a new non-pressurized wastewater line. Maintain a minimum of 6 inches vertical clearance between outsides of pipes where a new waterline crosses over a pressurized wastewater line. In all instances of water crossing wastewater, center a joint of water pipe over the wastewater pipe such that a minimum of 9 feet of horizontal offset exists from each water joint to the wastewater carrier pipe. 027602 Page 1 of 6 Rev.7-1-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Alternatively, at waterline crossings, the PVC gravity wastewater pipe may be encased in a 20-ft.joint of pressure pipe with a minimum pressure rating of 150 psi that is at least two nominal sizes larger than the carrier pipe. The carrier pipe shall be supported in the casing at five foot(5) intervals with spacers, or shall be filled to the spring line with clean washed sand. The casing pipe shall be centered under/ over the waterline as indicated on the drawings, and both ends of the casing shall be sealed with cement grout or manufactured seal. B. Bedding and Backfill Materials: 1. BEDDING AND INITIAL BACKFILL is that material from beneath the pipe to an elevation 12 inches above the top of the pipe. The bedding and initial backfill material shall be in accordance with Table 1 on Wastewater Standard Details, Sheet 3,unless otherwise specified. 2. FINAL BACKFILL is that material placed on the initial backfill. The material shall be in accordance with City Standard Specification Section 022020 "Excavation and Backfill for Utilities" and as shown on the standard details. 3. CONSTRUCTION METHODS A. Trench Excavation: See City Standard Specification Section 022020 "Excavation and Backfill for Utilities." B. Handling of Materials: 1. HANDLING AND CARE of pipe shall be the responsibility of the Contractor. Pipe shall be unloaded at the point of delivery, hauled to and distributed at the site by the Contractor. Materials shall be handled with care and in accordance with the manufacturer's recommendations. 2. STORAGE AND SECURITY of materials shall be provided by the Contractor. Any material delivered to the site that is not to be incorporated into the work within 10 working days shall be properly stored off the ground. Stacking and handling of materials shall be done as recommended by the manufacturer. 3. REJECTED OR DEFECTIVE materials are those having cracks, flaws or other defects. Rejected materials shall be marked by the Engineer and removed from the job site by the end of the day by the Contractor. 4. DISTRIBUTION OF MATERIALS at the work site shall be allowed provided that they are incorporated into the work within 10 working days. Materials shall not be placed on private property, unless written permission has been obtained from the owner by the Contractor. Materials shall not be placed within five feet of the back of curb or edge of pavement without permission of the Engineer or the designated representative. 027602 Page 2 of 6 Rev.7-1-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 C. Alignment and Grade: 1. All pipe shall be laid and maintained to the required line and grade. 2. NO DEVIATIONS from design line and grade shall be allowed, unless authorized by the Engineer. 3. The Contractor shall provide offsets and cut sheets. The Contractor may use batter boards, laser, or other approved methods necessary to construct the wastewater line to design line and grade. D. Pipe Placement: 1. GENERAL: Proper implements, tools, etc., shall be used by the Contractor for safe and efficient execution of work. All pipes shall be carefully lowered into the trench by suitable equipment in such a manner as to prevent damage. Under no circumstances shall pipe be dropped or dumped into the trench. The Contractor shall not lay pipe in the trench until the bedding and condition of the trench have been approved by the Engineer. The trench shall be free of water and maintained in that condition until the pipe has been laid, the joints have been completed, and the initial backfill has been completed. All pipe markings shall be placed face up for inspection prior to backfill. 2. CLEAN PIPE: All foreign matter or dirt shall be removed from the interior of the pipe before lowering pipe into trench. The interior of pipe shall be maintained free of dirt during the remaining installation operations. E. Jointing Pipe: POLY-VINYL CHLORIDE(PVC) PIPE shall have mating surfaces of the gasketed joint wiped clean of dirt and foreign matter. A lubricant recommended by the coupling manufacturer shall be applied to the bell and spigot mating surfaces just prior to joining. The spigot shall then be centered on grade into the bell of the previous pipe and shall be shoved home to compress the joint and to assure a tight fit between the inner surfaces. Pipe shall not be assembled in reverse order by pushing bell onto spigot. When the pipe is being thusly installed, bell holes shall be excavated in the bedding material. When the joint has been made, the bell hole shall be carefully filled with material to provide for adequate support of the pipe. The spigot shall be centered within 1/4 inch of the home line marked on the spigot. F. Bedding and Initial Backfill: POLY-VINYL CHLORIDE (PVC) PIPE: Bedding and initial backfill of PVC pipe shall be in accordance with the details provided in the drawings. Bedding shall be well tamped regardless of type. The type of bedding required shall depend upon the depth of cut and ground water condition and shall be as specified below: 027602 Page 3 of 6 Rev.7-1-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BOTTOM OF TRENCH IN GROUNDWATER Depth of Cut Required Bedding Less than 20 feet Gravel or Crushed Stone Over 20 feet Crushed Stone BOTTOM OF TRENCH NOT IN GROUND WATER Depth of Cut Required Bedding Less than 15 feet Sand, Gravel, or Crushed Stone Less than 20 feet Gravel or Crushed Stone Over 20 feet Crushed Stone G. Final Backfill: See City Standard Specification Section 022020 "Excavation and Backfill for Utilities." H. Bypass Pumping: Contractor shall follow operational requirements for bypass pumping as set forth in Specification Section 027200 Control of Wastewater Flows. 4. TESTING AND CERTIFICATION A. Leakage Testing: (Required for all types of pipe) 1. EQUIPMENT FOR LEAKAGE TESTING shall be furnished and installed by the Contractor. The Contractor shall test the entire system for leaks. This work shall be witnessed by the Engineer. 2. POLY-VINYL CHLORIDE(PVC)PIPE shall be tested in accordance with Uni- Bell Plastic Pipe Association - Standard UNI-B-6 "Recommended Practice for Low- Pressure Air Testing of Installed Sewer Pipe"; the requirements of which are summarized by the following equation: T=0.00237D2L [Equation 1] Where: T=Minimum allowable time(seconds)for a pressure drop of one (1)psi gage pressure D =Nominal pipe diameter(inches) L=Length of pipe run (feet) The test section shall be plugged and subjected to a test pressure not in excess of five (5)psi. The time required for a one (1)psi pressure drop shall be measured and shall not exceed the value obtained in Equation 1 above. 027602 Page 4 of 6 Rev.7-1-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B. Deflection Testing: (Required for PVC Pipe) 1. EQUIPMENT FOR DEFLECTION TESTING shall be provided by the Contractor. Mandrels shall be provided by the Contractor and will be of machined rigid corrosion-resistant pipe with a length not less than 1.5 diameters. Mandrels will be sized for SDR 26 PVC pipe at 5% deflection. The outside diameter of the standard mandrels shall be as follows: Nominal Size (inches) Mandrel O.D. (inches) 8 7.11 10 8.87 12 10.55 15 12.90 18 15.76 21 18.56 24 20.87 27 23.51 30 27.14 2. TESTING shall be done by the Contractor and witnessed by the Engineer. All pipe shall be tested for deflection no less than 30 days after placement of backfill. The Contractor may wish to check pipe immediately after backfilling for job control. However, this shall not qualify as acceptance testing. No pipe can be tested for formal acceptance until it has been in place, complete with backfill, for at least 30 days. 3. Belly: Pipe shall be rejected if belly exceeds 5%based on the readings from the video inspection. C. Retesting: ANY DEFECTIVE WORK OR MATERIALS shall be corrected or replaced by the Contractor and retested. This shall be repeated until all work and materials are acceptable D. Cleaning and Televising: All wastewater lines and manholes installed on this project shall be cleaned and televised in accordance with Standard Specification Section 027611 "Cleaning and Televised Inspection of Conduits". 5. SOIL BORINGS The City does not assume responsibility for subsurface information. Soil data and other subsurface information, if shown on the drawings or in the appendix, are without warranty as to correctness of fact or interpretation. 027602 Page 5 of 6 Rev.7-1-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6. BRACING AND SHORING Trenching operation shall comply with Worker Safety Requirements for Excavation and Trenching Operations. If, for whatever reason, the trench width at the top of pipe must exceed that width indicated in the bedding details, the Contractor shall modify bedding as required by the Engineer to accommodate the additional load on the pipe. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, gravity wastewater lines shall be measured by the linear foot for each size and depth of wastewater line installed, as follows: A. Between centers of manholes. B. From the center of a manhole to the end of the line. C. From the end of an existing stub to the end of the line or center of the existing manhole. Depth shall be measured from flow line of pipe to ground surface over centerline of the pipe at the time of construction. Measurements to be made at manholes, at intervals not to exceed fifty feet, and at breaks in ground profile. Bedding shall not be measured for pay, but shall be considered subsidiary to pipe, unless included as a separate bid item in the Bid Form. Unless otherwise specified on the Bid Form, de-watering shall not be measured for pay,but shall be considered subsidiary unless included as a separate bid item in the Bid Form for well-pointing. Payment shall be full compensation for all labor, materials, equipment, pipe, bedding, de-watering, hauling, trench excavation and backfill, leakage and deflection testing, cleaning, televising, bypass pumping, and all cleaning up and other incidentals necessary to install the pipe complete in-place. 027602 Page 6 of 6 Rev.7-1-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027604 DISPOSAL OF WASTE FROM WASTEWATER CLEANING OPERATIONS 1. SCOPE: This specification governs all work required for disposal of waste from wastewater cleaning operations required to complete the project. 2. METHODS: Grit,rubble,dislodged bricks and other such inorganic waste that is removed during cleaning shall not be allowed to continue down stream of the operation. Organic solids that remain in suspension would be allowed to continue downstream through the wastewater system. A weir or other suitable trap shall be installed and maintained by the Contractor for the collection of such waste. This material shall be de-watered and delivered by the Contractor to a facility that is authorized to receive it. If this material is free of organic sludge and is sufficiently de-watered to pass the paint filter test,it would be acceptable for disposal at the Elliott Sanitary Landfill subject to prior approval of the facility and the associated disposal fees. The Contractor has the option of using the City's de-watering facilities. The City has six drying beds, each with a 1-foot high containment wall each with an area of about 2,300 square feet. These drying beds are at the Greenwood Wastewater Treatment Plant, 1541 Saratoga. The Contractor would be required to haul and handle the material to, at and from the facility as well as the restoration of drying beds. Restoration of the drying beds includes the removal of all the de- watered material and the replacement of the existing sand bed with new sand. All work required within the treatment plant, including the replacement of sand shall be in accordance with the requirements set forth by the Plant Supervisor. The use of the drying beds would be subject to prior approval of the facility and the associated de-watering fees. If the City's facilities are used for de-watering or disposal of waste,the Contractor shall be responsible for making contact with the appropriate Solid Waste or Wastewater Officials or both, making all arrangements for the use of City facilities, scheduling of delivery and pickup, etc. Materials and handling operations shall meet the requirements set forth by said Officials. Failure to meet these requirements shall be cause for rejection of the materials by either the landfill or the treatment plant operations. Proper disposal of this waste shall be responsibility of the Contractor. The Contractor shall provide the Engineer with written documentation of the proper disposal of this waste. 3. MEASUREMENT &PAYMENT: Unless otherwise specified on the Bid Form,this work shall be considered subsidiary to the project. 027604 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027606 WASTEWATER SERVICE LINES 1. SCOPE: This specification governs all work and materials necessary to construct the wastewater service lines required to complete the project. Wastewater service lines are those lines, constructed in public right-of-way,from the service tee on the main up to and including the cleanout at the property line. 2. MATERIALS: Pipe and fittings for wastewater service lines shall be PVC in accordance with ASTM D2665 and ASTM D3311 with a minimum size of 4 inches. Solvent cement for PVC shall comply with ASTM D2564. No co-mingling of different materials except through the use of proper adaptors. Adaptors shall have a stainless steel or fiberglass shear ring. 3. CONSTRUCTION METHODS: Where possible, service tees or wyes shall be placed along the main as required for services (no taps). The minimum size pipe for services shall be 4-inch diameter for residential and 6-inch diameter for commercial. Minimum slope for 4-inch pipes shall be 1/8 inch per foot(S=1%),and minimum slope for 6-inch pipes shall be 1/16 inch per foot(S= 0.5%). Wastewater service lines shall cross under water mains. The Contractor shall be responsible for establishing alignment and maintaining grade for the proposed service. Trenches shall be excavated in such a manner that will minimize damage to surface improvements. After installation,the excavated material shall be tamped into the trench to not less than the density specified in City Standard Specification Section 022020 "Excavation and Backfill for Utilities,"and the surface restored to a condition acceptable to the Engineer. Wastewater service lines shall be bored, jetted or jacked under sidewalks, driveways, and other such improved surfaces, unless otherwise authorized by the Engineer. Service lines shall be leakage tested with the wastewater main. Contractor shall follow operational requirements for bypass pumping as set forth in Specification Section 027200 Control of Wastewater Flows 027606 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. MEASUREMENT AND PAYMENT: Unless otherwise specified on the Bid Form,wastewater service lines shall be measured as individual units for each connection made to the main. Payment shall include, but not be limited to, the line from the tee on the main to, and including,the cleanout at the property line. Payment shall be full compensation for all labor, materials, equipment, trench safety, bypass pumping and incidentals necessary for wastewater service lines required to complete the project. 027606 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027611 CLEANING AND TELEVISED INSPECTION OF CONDUITS 1. SCOPE This specification shall govern for all work, equipment, supervision and materials required to provide for cleaning and remote CCTV inspection and documentation of wastewater or other lines and manholes as required. 2. TECHNICAL REQUIREMENTS 2.1 General Closed circuit television inspection will typically be done under one or more of the conditions listed below. Requirements for on-screen labeling during each line segment set up, televising, video file labeling and hard copy inspection reports will be specifically addressed. The Contractor shall neither request nor receive assistance from the City, in the performance of work described in this specification. Unless otherwise specified and at Contractors expense, the Contractor shall provide for the control of wastewater flows and monitoring of the collection system for back-ups and surcharges, while flow control devices are in place. It shall be the responsibility of the Contractor(s) to adhere to all applicable OSHA rules and regulations while performing any and all City-related projects or jobs (to include, but not necessarily limited to "Confined Space Entry". 2.2 Inspection Equipment and Methods Electronic media shall be used to record the condition of all the segments of the mains and the manholes, tap locations and unusual situations during inspection. The inspection imaging shall be made on color professional grade DVD format for each line segment. All observations will require both audio and on-screen display. The camera shall transit through the wastewater line in either direction at a speed not greater than 30 feet per minute, stopping as necessary to permit proper documentation of the wastewater line's condition. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. A television camera with pan and tilt capability will be required. The camera, television monitor, and other components of the video systems shall be capable of producing picture quality to the satisfaction of the City. The capture system shall have the capability of recording, digitizing and storing single frames of video images and "real time" live video, as well as collecting, storing and printing wastewater line inspection data for graphic display and report generation. The imaging capture system shall store digitized picture images, have the ability to export picture files to industry standard formats (jpg, bmp, and tif), be transferable to DVD and be printed at no cost to the City. Use of proprietary software is discouraged; however, if the Contractor provides the software and 027611 Page 1 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 three licenses to the City, proprietary software COMPATIBLE with the City's GIS and existing database systems in use may be approved. However, in every case all observations will be recorded using the City approved PACP codes. 2.3 Flow Control/By-Passin; This procedure will be used on all previously accepted (City owned) line segments. Except for new wastewater line acceptance inspections, the line shall be dewatered during inspection. A water jet cleaning unit will normally be running in the line in advance of the television camera to allow the highest quality picture available. Dewatering shall remove standing water and fog from the line segment to provide 360 degree view of the pipe being televised. Too high water level or the camera being submerged will be grounds for rejection of the inspection. All wastewater flows from intersecting lines shall typically be controlled through the use of in-line plugs for vacuum trucks and are considered subsidiary to the inspection for all line sizes. Plugs in intersecting lines shall be installed by the Contractor with no assistance from the City. The Contractor shall also monitor the upstream system for back-ups and surcharges, which may lead to Sanitary Sewer Overflows (SSOs). The Contractor shall immediately report to the City Call Center (361) 826-2489 all sanitary sewer overflows. Flow Control devices shall be installed in accordance with all applicable OSHA requirements, including, but not necessarily limited to confined space protocol. 2.4 Evaluation of Existing Lines for Potential Repairs/Rehabilitation—Pre CCTV: Cleaning and televising using a CCTV camera may be needed to traverse each line segment from manhole to manhole as specified in the work order. When an obstruction prevents the camera from proceeding, the obstruction will be recorded on the initial setup and a reverse setup will be attempted to view the pipe and obstruction from the other side. If the camera fails to pass through the entire section, the inspection shall be considered complete and no additional inspection will be required. However, the line segment evaluation form, as well as the graphic report, shall note full line length and the length traveled from each manhole set-up. All inspection efforts on the line segment will be recorded on the same tape / disk. The Contractor must exert all reasonable effort to televise the entire length of a segment of wastewater line, or to assist the repair crews with usable information for point repair. Prior to transiting the line the video display initially is to include upstream and downstream manhole numbers, pipe size / material, adjacent street names and the date. During the transit the display must show the continuous distance from the insertion manhole with an accuracy of +1% of the actual length to help mark observations on the report form. The video must have narrative documentation of notable observations. The Inspection Report shall consist of condition observations recorded using City-approved computer software generated formats, generally conforming to NASSCO and PACP codes. Specifically, items considered notable include: deviations in alignment and grade; abnormal conditions of the pipe barrel and joints; locations 027611 Page 2 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 and quantities of any sources of infiltration or inflow; dropped, broken, properly / improperly installed service taps; debris, roots or other impediments to flow and any other condition that may prevent either the proper completion of the inspection, or affect any proposed rehabilitation process. Evaluation of existing lines includes associated manhole inspection. 2.5 Evaluation After Repairs /Rehabilitation Post CCTV: Following repairs or rehabilitation to existing lines (by Contractor), a CCTV camera shall travel through required line segment to televise. The intent of this process is to inspect the interior of the line to determine the location of repairs, and extent of any unacceptable work. Prior to transiting the line the video display initially is to include upstream and downstream manhole numbers, pipe size / material, adjacent street names and the date. During the transit the display must show the continuous distance from the insertion manhole with an accuracy of+/- 1% of the actual length to help mark observations on the report form. Specifically, items such as detailed inspection of the repaired area using pan-and- tilt equipment will be shown in the Inspection Report, including digital photographs of acceptable or inadequate and/or questionable work. The video must include narrative documentation of notable observations, and be cross referenced to the Inspection Report. The Inspection Report shall consist of condition observations recorded using City-approved computer-software generated formats conforming to NASSCO and PACP codes. 2.6 New Pipeline Inspection: Upon completion of the installation of new lines, including any appurtenances such as manholes, service connections, etc., a CCTV camera shall traverse through each completed line segment. The intent of this process is to inspect the interior of the completed line to determine the location of service taps and extent of omissions and/or any unacceptable work on the pipeline or manholes, such as sags, infiltration, gapped joints, protruding gaskets, etc. Prior to transiting the line, the initial video shall initially include the upstream and downstream manhole designations, pipe size, project name and other pertinent information. When inspecting / documenting new wastewater line conditions, the Contractor must conduct a specific inspection for the presence of sags in the newly installed line. The approved method involves the use of an inclinometer on the camera. The belly tolerance is 5% or less for acceptable pipe installation. Any deviation from the 5% belly tolerance limit must be approved by the applicable Utility Operating Department. The graphic report will note the start and stop of sags and approximate maximum depth. During the transit the display must show the continuous distance from the insertion manhole with an accuracy of +1% of the actual length to help mark observations on the Inspection Report form. The video must include narrative documentation of notable observations, and be cross referenced to the Inspection 027611 Page 3 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Report. The Inspection Report shall consist of condition observations recorded using approved computer-software generated formats. Specifically, items such as deviations in alignment and grade causing bellies / sags; abnormal conditions of the pipe barrel and joints; locations and quantities of any sources of infiltration or inflow; dropped, broken, properly / improperly installed service taps or any other condition that may assist the Utilities Department in determining the quality of the pipeline installation. 2.7 Manhole Inspection: A CCTV camera shall traverse the manhole from top to bottom to record the condition of the manhole and invert for structural condition and sources of infiltration on the manhole and invert. The initial video display must show the entry manhole number, location/street address, date and depth. a. The requirement is to commence capturing video at ground level. The video must be steady while panning and lowering to clearly record condition of the ring, corbel, the walls, and pipeline penetrations. The camera is to rotate during descent to inspect typical conditions and all penetrations. At the bottom of the manhole the complete invert will be inspected / viewed for infiltration and general condition. A washed out picture due to sunlight or shaking will be rejected for payment b. This manhole information may be retained on the same DVD if the line segment is also being investigated, or, if inspection is issued as a separate work order, a separate DVD and report will be required. As with pipeline inspection, digital photographs of key points of note must accompany the report and DVD. These would include seals on pipeline penetration, infiltration locations and other anomalies. c. The format of the Manhole Inspection Report will be as proposed by the Contractor and, following discussion, mutually approved by the Utilities Department and the Contractor. A sample form is included at the end of this specification. It will contain as a minimum: location & LD.number manhole diameter manhole material depth of manhole condition of ring/cover evidence of infiltration condition of walls presence of inflow inhibitor condition of pipe mouths presence of coatings condition of invert location: street/easement above invert penetrations 2.8 CCTV Set-M: a. A CCTV set-up includes all of the work, equipment, supervision,personnel, and materials needed to traverse a line segment. 027611 Page 4 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2.9 CCTV Reverse Set-up: A CCTV reverse set-up is an attempt to view the line segment from the other side due to an obstruction encountered during the initial set-up. 3. CLEANING REQUIREMENTS 3.1 Clean ALL debris such as dirt, gravel, rocks, grease, roots and other organic/inorganic debris from existing lines and manholes to allow for inspection to proceed. The Contractor will be required to clean the line segment using hydraulic equipment. The debris being removed from the pipeline shall be removed from the collection system at the receiving manhole, and not be allowed to be merely moved to the next line segment. Debris shall be properly disposed of in accordance with local, state and federal regulations. The Contractor shall have the option of dewatering debris removed from cleaning operations on this project at the Greenwood WWTP, located at 1541 Saratoga Blvd., Corpus Christi, Texas 78415. The Contractor shall coordinate with the City Utilities Department at all times (see also City Standard Specification Section 027604 Disposal of Waste from Wastewater Cleaning Operations. The City has six drying beds, each with a 1-foot high containment wall each with an area of about 2,300 square feet. The Contractor would be required to haul and handle the material to, at and from the facility as well as the restoration of drying beds. Restoration of the drying beds includes the removal of all the de-watered material and the replacement of the existing sand bed with new sand. All work required within the treatment plant, including the replacement of sand shall be in accordance with the requirements set forth by the Plant Supervisor. The use of the drying beds would be subject to prior approval of the facility and the associated de-watering fees. If the City's facilities are used for de-watering or disposal of waste, the Contractor shall be responsible for making contact with the appropriate Solid Waste or Wastewater Officials or both, making all arrangements for the use of City facilities, scheduling of delivery and pickup, etc. Materials and handling operations shall meet the requirements set forth by said Officials. Contractor shall coordinate with the Wastewater Pre-Treatment Coordinator to acquire the appropriate manifest documentation and shall also provide a copy of the landfill disposal weight ticket/receipt to the Engineer. Failure to meet these requirements shall be cause for rejection of the materials by either the landfill or the treatment plant operations. Proper disposal of this waste shall be responsibility of the Contractor. The Contractor shall provide the Engineer with written documentation 027611 Page 5 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 of the proper disposal of this waste. The Contractor shall not be paid until this documentation is provided. 4. DELIVERABLES 4.1 The Contractor is required to provide the Engineer both narrated CCTV DVD and computer software-generated Inspection Report products, as a result of each inspection. Acceptable submissions become the property of the City. a. Quality Control: camera distortion, inadequate lighting, dirty or submerged lens and blurry or hazy pictures determined to be the fault of the Contractor will be cause for rejection of the inspection effort. If the quality of the deliverables does not meet with City approval, the Contractor shall repeat the documenting process at no cost to the City. b. DVD: for each inspection, one properly labeled color, professional grade, DVD, recorded in standard play (SP) mode, will be required. The DVD will display continuous distance from the insertion manhole, and include narrative observations at notable points, with correlating information shown in the Inspection Report. Labeling of the DVD(s)will include, either typed or neatly printed the following information on the dust cover: Project Name Street Name Tape Number Contractor Upstream MH 4 Downstream MH 4 Date Survey/Post/New Work Order 4 Pipe Size Material Project 4 c. Inspection Reports: inspection reports are to be from City-approved and software-generated formats on 81/2"x 11"paper, in color to improve definition of problem areas, and delivered with the DVD. Each report shall include the same information as noted for the DVD labels, plus the following additional information: pipe diameter, pipe material, manhole diameters & depths, whether this is a "reverse" set-up, direction of flow arrow, and total length of the pipeline. Notable observations are to be shown in the report as digital color photos, with up to four images per page. One report is required for each line segment. Note that the final approval for the use of the Contractor's proposed software will be needed before the first inspection. The Contractor shall submit to the City a sample of the proposed report for review and approval by the City. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Proposal, Pre-CCTV (Cleaning and Televised Inspection of existing lines to potentially be rehabilitated) and Post CCTV (Televised Inspection for acceptance of new lines or rehabbed lines) of Wastewater Lines shall not be measured for pay, but will be considered subsidiary to the appropriate bid item. 027611 Page 6 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Cleaning and Televised Inspection of Wastewater Lines includes an inspection of all manholes entered, crossed, or associated with the line being inspected. Reverse CCTV Set-Up shall not be allowed for acceptance televising as obstructions should not be encountered in new pipe that would require the Contractor to relocate to another manhole (upstream or downstream) of the original manhole. 027611 Page 7 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SAMPLE TELEVISED INSPECTION REPORT FORM CITY OF CORPUS CHRISTI TELEVISED INSPECTION REPORT DATA REQUIREMENTS [Ora screen at start of each set-up and on Inspection Report] City's Project Name City's Project Number Contractor/Operator Date/'l'ime Televised DVD Number Upstream MH Location Downstream MH Location Upstream MH Number Downstream MH Number Upstream MI-I Depth Downstream MH Depth Pape Size Pre-Rehab TV Y N Evaluation TV Y N Post-Rehab TV Y N Reverse Set-up Y N Pipe Material DISTANCE FROM ENTRY POINT OBSERVATIONS/COMMENTS DVD LABELING REQUIREMENTS (On each DVD] City Project Name Upstream Manhole No. City Project No. Downstream Manhole No. Street Name Pre Post Other DVD No. Date/Time Made Contractor 027611 Page 8 of 8 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 027614 CURED-IN-PLACE-PIPE(CIPP) FOR REHABILITATION OF GRAVITY WASTEWATER LINE 1. SCOPE This specification shall govern for all work necessary for installing CIPP required to complete the project. 2. REFERENCE SPECIFICATIONS This specification references ASTM D5813,ASTM F1216, ASTM D 2122, ASTM C581, and ASTM D790 which is made a part hereof by such reference and shall be the latest edition and revision thereof. ASTM F1216 - Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube, shall govern when not addressed by this specification. 3. GENERAL The CIPP shall be installed in an existing pipe and designed to provide chemical resistance, prevent exfiltration and infiltration, and support all external loads acting on it. The process is defined as the rehabilitation of wastewater lines by pull-in or inversion of a thermosetting resin impregnated flexible tube into existing wastewater pipe, with one layer or more, capable of carrying resin,withstand installation pressure and curing temperature,utilizing a water column. Curing is accomplished by circulating hot water(or other approved fluid)throughout the length of the new tube to cure the thermosetting resin into a hard impermeable pipe with the plastic coated outer layer that is compatible with the resin system used. The new pipe shall extend the full length of the original pipe (i.e. from manhole to manhole), and shall provide a structurally sound, jointless, closefitting, Cured-In-Place-Pipe without delamination or lifts, and with uniformly smooth interior providing hydraulic flow equal to or greater than the existing wastewater pipe in original condition. 4. MATERIALS Only materials from pre-approved manufacturers shall be allowed for this work. Pre-approved manufacturers are,Insituform,Inliner, and U-liner. CIPP shall be properly sized Type III cured-in-place thermosetting resin wastewater pipe in accordance with ASTM D5813. The tube shall consist of one or more layers of flexible needled felt or an equivalent nonwoven or woven material or a combination of nonwoven and woven materials, capable of carrying resin, withstanding installation pressures and curing temperatures. The flexible felt fiber tube shall be fabricated to a size that when installed it will neatly fit the internal circumference of the existing pipe specified by the Engineer. An allowance shall be made for some circumferential stretching during inversion. The minimum length shall effectively span the distance from the inlet to the outlet of the respective manholes unless otherwise specified. The Contractor shall verify the circumference of the host pipe and the lengths in the field before impregnation of the tube with the resin. Individual insertion runs 027614 Page 1 of 8 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 can be made over one or more manhole sections as determined in the field by the Contractor and approved by the qualified factory field service representative and Construction Engineer. 4.1 Tube: The tube shall consist of one or more layers of flexible needled felt or an equivalent nonwoven or woven material or a combination of nonwoven and woven materials that are compatible with the resin system used and are capable of supporting and carrying resin. The tube shall be capable of withstanding installation procedures and curing temperatures. Longitudinal and circumferential joints between multiple layers of a tube should be staggered to not overlap. The tube shall be fabricated to fit its final in-place position in the existing pipe, with allowance for stretch as recommended by the tube manufacturer. The elongation or expansion of the flexible tube during installation, both longitudinally and circumferentially should be limited to 5-10%to minimize reduction of the finished wall thickness. 4.2 Tube Coatimz: The inside or outside surface, or both, of the tube shall be coated with a plastic flexible material that is compatible with the tube and the resin system used. The coating shall allow visual inspection of the proper impregnation of the tube fabric with resin. The final inside flexible plastic coating will form the inner layer of the finished pipe and is required to contain the impregnated resin in the tube. 4.3 CIPP Wall: The layers which constitute the pipe wall must be such that when the thermosetting resin cures the Cured-In-Place-Pipe has no delamination, dry spots or lifts. The minimum allowable wall thickness for CIPP shall be per Table 1 and as directed by the Engineer after review of TV inspection. (Table 1) Table 1 -Wall Thickness For CIPP H DR T (Ft) (in.) Sound Host Pipe Deteriorated Host Pipe <10 60 50 T=D 10-15 50 40 DR 15-20 45 35 20-25 40 30 >25 40 25 H,Height of cover over pipe(ft) DR,Dimension Ratio,D/T T=Wall Thickness of CIPP(in) D=Nominal Diameter(in) When cured,the CIPP must form a mechanical bond with the conduit and the wall color of the interior pipe surface of the CIPP after installation shall be a light reflective color so that a clear detailed examination with closed circuit television inspection equipment may be made. Unless otherwise specified,the Contractor shall furnish a general purpose,unsaturated,polyester resin, and catalyst system compatible with the inversion or pull-in process that provides cured physical strengths specified herein. The existing sewers, where designated or required shall be lined using material and workmanship which can be adapted to the restrictions of the work site. 027614 Page 2 of 8 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 The Contractor shall not begin this phase of the work until there is sufficient material on hand to complete the job and required submittals as per 4.4 are submitted to the qualified factory field service representative and Construction Engineer,prior to use of the lining material. 4.4 Submittal: The following items shall have submittals and shall be in conformance with the requirements of Special Provisions. 4.4.1 RESIN: a. Submit technical data sheet showing physical and chemical properties for the proposed resin to be used in the project. b. Submit test results to show compliance with ASTM C581 - Standard Practice for Determining Chemical Resistance of Thermosetting Resins Used in Glass Fiber Reinforced Structures Intended for Liquid Services. 4.4.2 TUBE: a. Submit technical data sheet showing physical properties. 4.4.3 CIPP: a. Prepare and submit curing schedule. b. Submit copies of curing log sheets with temperature reading prior to curing, during curing and during cool down for each installation section. Must be submitted at least weekly. C. Submit, copies of all test results performed by the Contractor's Independent Testing Laboratory for test listed in Section 9,testing. d. Submit Contractor's Quality Control Plan and/or Procedures showing control conditions used during impregnation of the resin to ensure proper materials and proper dispersion is achieved in the wet out process. e. Submit pre-installation TV inspection video after cleaning, and Acceptance TV inspection video after rehabilitation as per City Standard Specification Section 027611. 5. CONSTRUCTION METHODS 5.1 Pre-Installation Procedures: The following installation procedures shall be adhered to unless otherwise approved by the City's Engineer. 5.1.1 Safety: The Contractor shall carry out his operations in strict accordance with all applicable OSHA standards. Particular attention is drawn to those safety requirements involving work on an elevated platform and entry into a confined space or the use of steam. 5.1.2 Access: It shall be the responsibility of the Contractor to locate and designate all manhole access points open and accessible for the work, and provide rights of access to these points. Traffic routing shall be per traffic control plan approved by the City Traffic Engineer. If a street must be closed to traffic because of the orientation of the sewer, the Contractor shall submit a proposed traffic control and detour plan for approval to the City Traffic Engineer. 027614 Page 3 of 8 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 5.1.3 Pre-Installation Cleaning: It shall be the responsibility of the Contractor to remove all debris that is located within the wastewater pipe. The Contractor is responsible for the disposal of all debris removed from the sewers during the cleaning operation per City Standard Specification Section 027604. 5.1.4 Pre-Installation Inspection: Inspection of wastewater pipe shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit television inspection. The interior of the pipe shall be carefully inspected to determine that the line is free any conditions which may prevent proper installation of the CIPP. A videotape and log per Section City Standard Specification Section 027611 shall be submitted to the Engineer prior to installation. 5.1.5 Bypassing Wastewater: The Contractor shall provide for continuous sewage flow as necessary. Bypass pumping shall be made by plugging the line upstream and pumping the flow into a downstream manhole or adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. Discharge into storm sewer shall not be allowed. All bypass pumping must be per City Standard Specification Section 027200 Control of Wastewater Flows. 5.1.6 Point Repairs & Line Obstructions: It shall be the responsibility of the Contractor to clear the line of obstructions such as solids, roots protruding service or other obstruction that would impede flow thru the CIPP. Displaced joints,missing portions of pipe or other occurrences that may not be rectified by thru-the-pipe methods shall be repaired as a point repair,when directed by the Engineer. The Contractor shall make a point repair excavation to uncover and remove or repair the obstruction. PVC pipe, in accordance with City Standard Specification Section 027602 Gravity Wastewater Lines,shall be used as a host replacement pipe for the CIPP. 5.1.7 Service: The Contractor shall maintain continuous wastewater service without disruptions. 5.1.8 Public Notification: A public notification program shall be implemented and shall, as a minimum, require the Contractor to be responsible for contacting each home or business connected to the wastewater line and informing them of the work to be conducted, and when their wastewater service will be affected. The Contractor shall provide the following: 5.1.8.1 Written notice to be delivered to each home or business describing the work, schedules, how it affects them, and a local telephone of the Contractor they can call to discuss the project or any problems which could arise. 5.1.8.2 Personal contact and attempted written notice the day prior to the beginning of work being conducted on the section relative to the residents affected. 5.1.8.3 Personal contact with any home or business which cannot be reconnected within the time stated in the written notice. 6. INSTALLATION PROCEDURES 027614 Page 4 of 8 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6.1 Wet-Out: The Contractor shall identify the location where the tube will be impregnated ("wet- out")with resin using distribution rollers and vacuum to saturate the tube felt fiber thoroughly prior to installation. The Contractor shall allow the qualified factory field service engineer and Construction Engineer to inspect the materials and wet-out procedure at the designated location. A catalyst system or additive compatible with the resin and the tube shall be used. The amount of resin used for tube impregnation shall be sufficient to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the original pipe wall. Handling of the resin-impregnated flexible tube to prevent resin setting until it is ready for insertion and during installation shall be the responsibility of the Contractor. A vacuum impregnation tion process shall be used. To insure a thorough wet-out, the point of vacuum shall be as recommended by the manufacturer and per ASTM F1216. 6.2 Insertion: The wetted tube shall be inserted through an existing manhole or other approved access by means of an inversion or pull-in process and the application of a water column sufficient to fully extend it to the next designated manhole or termination point. The tube end shall initially be turned inside out and attached to a platform ring or standpipe. The inversion water column will be adjusted to be of sufficient height to cause the impregnated tube to invert from manhole-to-manhole and hold the tube tight against the existing pipe wall, to produce dimples at side connections,and flared ends at the manholes. If the pull-in method is used,the impregnated primary liner is towed into the host pipe through the existing manhole with a cable winch. The primary liner shall be floated into place virtually eliminating stresses on the material. Proper lubrication may be needed for longer and thicker liners. The secondary liner should then be inverted with the column of water to inflate the primary liner. This may extrude small amount of resin through the perforations of the outer coating of the primary liner. For the pull-in method, insertion of the new liner shall in no case exceed 800 linear feet. 6.3 Curing: After the insertion is completed, the Contractor shall supply a suitable heat source and water recirculation system capable of delivering hot water uniformly throughout the section to effect a consistent cure of the resin. The curing temperature shall be that recommended by the resin/catalyst system manufacturer and shall be maintained at such temperature. The Contractor shall follow a schedule to cure the liner and submit the schedule to the Engineer. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water supply. Another such gauge shall be placed between the impregnated tube and the invert of the original pipe at the manhole(s) to determine the temperature during the resin curing process. The Contractor shall continue uninterrupted heating until the desired temperature is achieved, shall accurately measure temperatures at both ends of the pipe and maintain a curing log of CIPP temperatures at the upstream and downstream manholes during curing to document that proper temperatures and cure times have been achieved. Initial cure shall be considered completed when the exposed portions of the CIPP appear to be hard and the remote temperature sensing device indicates the cure period to be of adequate duration as recommended by the resin/catalyst system manufacturer and modified for the inversion process. 027614 Page 5 of 8 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6.4 Cool-Down: The Contractor shall cool the hardened CIPP to a temperature below 100 degrees Fahrenheit before relieving the water column. Cool water may be added to the water column while draining hot water from a small hole at the opposite end of the CIPP so that a constant water column height is maintained until cool-down is completed. Care shall be taken in the release of the water column so that a vacuum will not be developed that could damage the newly installed CIPP. Do not discharge water in excess of 100 degree Fahrenheit into the wastewater system. 6.5 Warran : The finished CIPP shall be continuous over the entire length of an inversion run and be free from visual defects such as foreign inclusions, dry spots, pinholes, lifts and delamination. It shall also meet the leakage requirements or pressure test specified below. The finished CIPP shall be warranted for one year after the acceptance of the Project. During the warranty period any defects which will affect the integrity or strength of the CIPP shall be repaired at the Contractor's expense in a manner mutually agreed to by the City and the Contractor. 7. SEALING OF MANHOLES If the CIPP fails to make a tight seal at a manhole,the Contractor shall apply a seal at that point. The seal shall be of a material compatible with the CIPP material. Do not leave any annular gaps. Seal the annular space with a 1/2 inch diameter activated oakum band soaked in chemical sealant. Seal any annular spaces greater than 1/2 inch with manhole wall repair material. Finish off the seal with a non-shrink all solids epoxy placed around the pipe opening from inside the manhole in a band at least 4 inches wide. Complete the sealing procedure for each liner segment immediately after the liner is cured. 8. SERVICE CONNECTIONS After the CIPP has been cured in place, the Contractor shall reopen the existing active service connections as designated by the Engineer. This shall generally be done without excavation, and in the case of non-man entry pipe, from the interior of the pipeline by means of a television camera and a robotic cutting device that reestablishes the service connection to not less than 100% capacity. Cutting devices that use high pressure water shall not be used since they may cause damage to the service. When fiberglass or other reinforcing fibers are used, that may cause wicking at service openings, the service opening edges must be sealed with a resin mixture compatible with the tube resin. The Contractor shall certify he has a minimum of two complete working cutter units plus spare key components on the site before each insertion. 9. TESTING 9.1 Chemical Resistance: The CIPP shall meet the chemical resistance requirements of ASTM F 1216, Appendix X2. The test specimens shall be capable of exposure for a minimum of one month at a temperature of 73.4°F. During this period the CIPP test specimens should lose no more than 20%of their initial flexural strength and flexural modulus when tested in accordance with Section 8 of ASTM F1216. In Appendix X2, Table X2.1 presents a list of chemical solutions that serve as a recommended minimum requirement for the chemical-resistant 027614 Page 6 of 8 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 properties of CIDP in standard domestic wastewater applications. CIPP samples for testing shall be of tube and resin system similar to that proposed for actual construction. It is required that CIDP samples with and without plastic coating meet these chemical testing requirements. 9.2 Leakage Testing The water leakage testing of the CIPP shall be tested using an exfiltration test method, when directed by the Engineer. This test shall be in accordance with ASTM F 1216, 8.2. 9.3 Wall Thickness Test: This thickness shall be measured in accordance with ASTM D 2122. 9.4 Samples: Per ASTM F 1216. 8.1, the preparation of two CIPP samples is required for each insertion segment. One sample from each of the following two methods: 9.4.1 The sample should be cut from a section of cured CIPP at an intermediate manhole or at the termination point that has been inverted or pull-in through a like diameter pipe which has been held in place by a suitable heat sink,such as sandbags. 9.4.2 The sample should be fabricated from material taken from the tube and the resin/catalyst system used and cured in a clamped mold placed in the down tube when circulating heated water is used and in the silencer when steam is used. 9.4.3 The samples for each of these cases should be large enough to provide a minimum of three specimens and a recommended five specimens for flexural testing and also for tensile testing, if applicable. The Short-term Flexural (Bending)Properties testing should be in accordance with Test Methods ASTM D 790 and shall have a minimum flexural modulus of 250 ksi and a minimum tensile strength of 2500 psi. 9.4.4 The samples taken for the measurement of the liner thickness shall be as described in this Specification, section 9.3. 10. POST INSPECTION Post CCN of the CIPP rehabilitated line is required for acceptance inspection. 11. CLEAN-UP Prior to acceptance, the Contractor shall clean and restore the project area affected by these operations. 12. PATENTS The insertion process is patented and is installed by licensed Contractors. The Contractor shall warrant to the City and his Engineer that the methods, materials and equipment used herein, where covered by license is furnished in accordance with such license and the prices included 027614 Page 7 of 8 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 on the Bid Form include applicable royalties and fees in accordance with such license. The Contractor shall warrant and save harmless the City and his Engineer against all claims for patent infringement and any loss thereof. 13. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, Cured-In-Place Pipe for rehabilitation shall be measured and paid for by the linear foot, for each size (Nominal Diameter, DR, and Height of cover over host pipe) specified, complete in place. The liner will be measured and paid for based on the distance between centers of upstream and downstream manholes. Point repairs for CIPP shall not be measured for pay but will be considered subsidiary to any CIPP bid item. 027614 Page 8 of 8 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 028020 SEEDING 1. DESCRIPTION This specification shall govern all work necessary for tilling, fertilizing, planting seeds, mulching, watering and maintaining vegetation required to complete the project. 2. MATERIALS 2.1 FERTILIZER: All fertilizer shall be delivered in bags or clearly marked containers showing the analysis, name, trademark and warranty. The fertilizer is subject to testing by the State Chemist in accordance with the Texas fertilizer law. Fertilizer shall have an analysis of 12-12-12 (percent of nitrogen, phosphoric acid and potash) as determined by the Association of Official Agricultural Chemists. Fertilizer shall be free flowing and uniform in composition. 2.2 SEED: Seed shall be labeled and meet the requirements of the Texas Seed Law. Labels shall indicate purity, germination, name and type of seed. Seed furnished shall be of the previous season's crop, and the date of analysis shown on each bag shall be within twelve months of delivery to the project. The quantity of"Commercial Seed" required to equal the quantity of"Pure Live Seed" shall be computed by the following formula: Commercial Seed=Pure Live Seed x 10,000 %Purity x % Germination The quantity of pure live seed and type required are indicated below. Mixture A or C shall be used for this project, depending on the time of the year planting is performed. LB/ACRE OF PURE LIVE SEED FOR MIXTURES COMMON NAME SCIENTIFIC NAME A B C Green Sprangletop Leptochloa Dubia 1.4 1.4 - Sideoats Grama(premier) Bouteloua Curtipendula 0.6 - 0.6 Bermudagrass (Hulled) Cynodon Dactylon 7.0 7.4 - Bermudagrass (Unhulled) Cynodon Dactylon - - 30.0 K-R Bluestem Andropogon Ischaemum 1.2 1.2 1.5 Buffalograss Buchloe Dactyloides - 4.2 - Annual Ryegrass Lolium Multiflorum 5.0 5.0 20.0 Mixture-A: Recommended for clay or tight soil planted between December 1 thru May 1. Mixture-B: Recommended for sandy soil planted between December 1 thru May 1. Mixture- C: Recommended for all soils planted between May 2 thru November 30. 028020 Page 1 of 4 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 2.3 MULCH: Mulch shall be either the straw type or wood cellulose fiber type. Straw Type mulch shall be of straw from stalks of domestic grain, Bermudagrass or cotton hulls, or other approved by the Engineer. Wood Cellulose Fiber Type mulch shall have no growth inhibiting ingredients and shall be dried with a moisture content less that 10% by weight. Fibers shall be dyed an appropriate color to facilitate visual metering and application of mulch. The cellulose fiber shall be manufactured so that after addition and agitation in slurry tank with fertilizers, seeds and other approved additives, the fibers in the material will become uniformly suspended to form a homogeneous slurry; when sprayed on the ground, the material shall form a uniform cover impregnated with seeds; the cover shall allow added water to percolate to the underlying soil. The fiber material shall be supplied in packages of not more than 100 lb. gross weight and shall be marked by the manufacturer to indicate the dry weight content. 2.4 EQUIPMENT: The fertilizing, seeding and/or mulching operations shall be accomplished with equipment suitable to the required function. It shall be of current design and in good operating condition. Special seeding and mulching equipment must also meet the following requirements: Seeder - Equipment for applying a seed-fertilizer mix shall be a hydraulic seeder designed to pump and discharge a waterborne, homogeneous slurry of seed and fertilizer. The seeder shall be equipped with a power driven agitator and capable of pressure discharge. Straw Mulch Spreader - Equipment used for straw mulch application shall be trailer mounted, equipped with a blower capable of 2000 r.p.m. operation, and that will discharge straw mulch material through a discharge boom with spout at speeds up to 220 feet per second. The mulch spreader shall be equipped with an asphalt supply and application system near the discharge end of the boom spout. The system shall apply asphalt adhesive in atomize form to the straw at a predetermined rate. The spreader shall be capable of blowing the asphalt-coated mulch, with a high velocity airstream, over the surface at a uniform rate, forming a porous, stable erosion-resistant cover. Wood Cellulose Fiber Mulch Spreader - Equipment used for this application of fertilizer, seeds, wood pulp, water and other additives shall have a built-in agitation system with sufficient capacity to agitate, suspend and homogeneously mix a slurry containing up to 40 lbs. of fiber plus the required fertilizer solids for each 100 gallons of water. It shall have sufficient agitation and pump capacity to spray a slurry in a uniform coat over the area to be mulched. 028020 Page 2 of 4 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. CONSTRUCTION METHODS 3.1 PREPARATION OF SEEDBED: The area to be treated along with requirements for seed, fertilizer and other treatments, shall be done as indicated on the drawings and as specified below. Clearing—Refer to City Standard Specification Section 021020, "Site Clearing and Stripping". Grading - Refer to City Standard Specification Section 021040, "Site Grading". Tilling - The area to be seeded shall be tilled to a depth of 4 to 6 inches by disking,plowing, or other approved methods until soil condition is acceptable. Topsoiling — If the native soils are not conducive to the establishment and maintenance of grass growth, or if called for on the drawings,topsoil shall be placed over the area to be seeded to a depth of 5 inches after tilling. Topsoil shall have a pH range of 5.5 to 7; shall contain between 2 and 20 percent organic material content in accordance with ASTM D5268; and shall be free of stones larger than one inch, debris, and extraneous materials harmful to plant growth. 3.2 FERTILIZING: Fertilizer shall be uniformly applied at a rate of 400 lb/acre, after tilling. Fertilizing and seeding shall be done concurrently. If seeds and fertilizer are distributed in a water slurry, the mixture shall be applied to the area to be seeded within 30 minutes after all the components have come into contact. 3.3 SEEDING: The seed mixture shall be uniformly distributed at the rate specified above. Broadcast Seedin; - Seed shall be placed with fertilizer, after tilling. After planting, the area shall be rolled on contour with a corrugated roller. Straw Mulch Seeding - Seed shall be placed with fertilizer, after tilling. After placement of the seed and fertilizer mixture, straw mulch shall be uniformly placed at a rate of 2 tons per acre. As soon as the mulch has been spread, it shall be anchored to the soil a minimum depth of 3 inches by use of a heavy, dulled disk harrow, set nearly straight. Disks shall be set approximately 9 inches apart. Straw Mulch With Asphalt Seeding - Seed, fertilizer and straw mulch shall be placed as described in "Straw Mulch Seeding" with the following two exceptions: 1) An asphalt-water emulsion shall be applied to the mulch near the discharge end of the boom spout at a rate of 300 to 600 gallons per acre. 2)Mechanical anchoring by disking will not be required. Asphalt Mulch Seeding - The seed and fertilizer shall be placed as described for 'Broadcast Seeding". After the area has been rolled, the area shall be watered sufficiently to assure a uniform moisture to a minimum depth of 4 inches. An asphalt-water emulsion shall be applied at a rate of 1500 to 1800 gallons per acre, immediately after watering. Asphalt shall be applied to the area in such a manner that a complete film is obtained and the finished surface shall be 028020 Page 3of4 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 comparatively smooth. Wood Cellulose Fiber Mulch Seeding - After tilling, mulch shall be applied. Wood cellulose fibers shall be added to the hydraulic seeder after the proportionate amounts of seed, fertilizer, water and other approved materials are added. Application shall be 1500 Ib./acre on flats, 2000 Ib./acre on slopes up to 3:1, and 2500 Ib./acre on slopes steeper than 3:1. One hundred (100)pounds of fiber per acre shall be used when asphalt is to be applied over cellulose mulch. The mulch shall provide a uniform cover over the soil surface. Asphalt Over Wood Cellulose Fiber Mulch Seeding - "Wood Cellulose Fiber Mulch Seeding" shall be done as described above. After mulch has been placed, an asphalt-water emulsion shall be uniformly spread over the mulch at a rate of 1200 gallons per acre. 3.4 MAINTENANCE: The Contractor shall water, repair and reseed areas as required for a period of 45 days or until growth has been established, whichever is longer. This includes erosion damage. Maintenance does not include mowing or weed control, unless indicated on the plans. If at any time the seeded area becomes gullied or otherwise damaged, or the seeds have been damaged or destroyed, the affected portion shall be re-established to the specified condition prior to acceptance of the work. 3.5 GUARANTEE: The Contractor shall assure 95% of the seeded area has established grass growth at 45 calendar days after seeding, unless indicated otherwise on the drawings. Where established, grass growth is defined as at least one plant per square foot with no bare spots larger than three (3) square feet. The Contractor shall re-establish grass growth as directed by the Engineer during the one-year warranty period. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, seeding will be measured by the horizontal square yard of area seeded within the areas designated on the drawings. Areas disturbed by the Contractor that are outside of the designated areas (such as field office, laydown/ storage area, stockpile areas, etc.) shall be seeded by the Contractor for erosion control per the stormwater pollution prevention plan but will not be measured for payment. Payment shall be full compensation for all labor, materials, tools, equipment and incidentals necessary to complete the work, and shall include, but not be limited to, tilling soil, topsoiling, fertilizing, planting, mulching, watering and maintaining vegetation. Payment shall be due and payable only after grass growth has been established as described above. 028020 Page 4 of 4 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 028040 SODDING 1. DESCRIPTION This specification shall govern all work necessary for furnishing and placing sod as required to complete the project. 2. MATERIALS Fertilizer: All fertilizer used shall be delivered in bags or containers with clearly marked analysis. A granulated fertilizer shall be used with an analysis of 10-20-10. These figures represent the percent of nitrogen, phosphoric acid and potash nutrients, respectively, as determined by the methods of the Association of Official Agricultural Chemists. The rate of application shall be not less than 350 pounds per acre (7.23 lb. per 100 SY). In the event that it is necessary to substitute a fertilizer with a different analysis, it shall be granulated fertilizer with a lower concentration. The total nutrients applied per unit area shall not be less that the specified amount of each nutrient. Sod: Sod shall consist of live Bermuda grass with thickly matted roots throughout the soil and with a minimum thickness of 3 inches or 0.25 foot, or live St. Augustine with thickly matted roots throughout the soil with a minimum thickness of 1 inch or 0.08 foot. The Contractor shall not use sod where grass is thinned out. Grass shall be mowed and raked to remove all weeds and long stems prior to extraction at the source. Sod and soil shall be kept moist at all times during the sodding process. Care must be taken at all times to retain native soil on the root system. Water: Water shall be free from oils, acids, alkalis, and salts that may inhibit grass growth. Unless indicated otherwise on the drawings, water shall be provided by the City and shall be transported and applied by the Contractor. 3. CONSTRUCTION METHODS Spot Sodding Prior to planting, the area to be sodded shall be graded and shaped. Squares of sod with a minimum width of 3 inches shall be planted in rows on 15-inch centers in both directions. Sod shall be placed so that it is firmly against the bottom of the hole, and the top of the sod shall not be more than 1/2 inch below finished grade. Soil shall be firmly packed against all sides of the sod. Soil shall not be allowed to cover the sod except for soil incidental to raking,provided that the quantity of soil is not enough to hinder the growth. Areas to be spot sodded shall be indicated on the drawing or as directed by the Engineer in field. After sod has been planted,the area shall be fertilized and watered. 028040 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Block Soddip& Prior to planting, the area to be sodded shall be graded and shaped. Sod blocks shall be uniformly placed over the prepared area. The sodded area shall then be fertilized and watered. After the area is sufficiently dry, the area shall be rolled or tamped to form a thoroughly compacted mat. Any voids in the mats shall be filled with additional sod and tamped. If, in the opinion of the Engineer, slopes may cause displacement, areas to be block sodded shall be indicated on the drawings or as directed by the Engineer in the field. Mulch Soddin;;: The sod source shall be disked in two directions cutting the sod thoroughly to a depth of not less than 4 inches or more than 10 inches, being careful to avoid having soil containing no grass roots. The disked sod may be windrowed or otherwise handled in a manner satisfactory to the Engineer. The material shall be rejected if not kept in a moist condition. Prior to placing mulch sod, the cut slopes shall be scarified by plowing furrows 4 inches to 6 inches deep along horizontal slope lines at 2-foot vertical intervals. Excavated material from the furrows shall not protrude more than 3 inches above the original surface of the cut. Fertilizer shall be distributed uniformly over the area. The sod shall then be dumped upon the prepared area and spread uniformly to the required approximate thickness shown on the plans. Any section not true to lines and cross section shall be remedied by the addition of sod material. After the sod material has been spread and shaped, it shall be compacted with a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. The area to be mulch sodded shall be indicated on the drawings or as directed by the Engineer in the field. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, spot sodding and block sodding shall be measured by the square yard taken in a horizontal plane. Payment shall include, but not be limited to, excavation, transporting, storing and placing of sod, and application of fertilizer and water. 028040 Page 2of2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 030020 PORTLAND CEMENT CONCRETE 1. DESCRIPTION This specification shall govern for the materials used; for the storing and handling of materials; and for the proportioning and mixing of concrete for culverts, manholes, inlets, curb and gutter, sidewalks, driveways, curb ramps, headwalls and wingwalls, riprap, and incidental concrete construction. The concrete shall be composed of Portland cement, aggregates (fine and coarse), admixtures if desired or required, and water,proportioned and mixed as hereinafter provided. 2. MATERIALS (1) Cement The cement shall be either Type I, II or III Portland cement conforming to ASTM Designation: C150, modified as follows: Unless otherwise specified by the Engineer, the specific surface area of Type I and II cements shall not exceed 2000 square centimeters per gram (Wagner Turbidimeter— TxDOT Test Method Tex-310-D). For concrete piling, the above limit on specific surface area is waived for Type II cement only. The Contractor shall furnish the Engineer, with each shipment, a statement as to the specific surface area of the cement expressed in square centimeters per gram. For cement strength requirements, either the flexural or compressive test may be used. Either Type I or II cement shall be used unless Type II is specified on the plans. Except when Type II is specified on the plans, Type III cement may be used when the anticipated air temperature for the succeeding 12 hours will not exceed 60°F. Type III cement may be used in all precast prestressed concrete, except in piling when Type II cement is required for substructure concrete. Different types of cement may be used in the same structure, but all cement used in any one monolithic placement shall be of the same type and brand. Only one brand of each type will be permitted in any one structure unless otherwise authorized by the Engineer. Cement may be delivered in bulk where adequate bin storage is provided. All other cement shall be delivered in bags marked plainly with the name of the manufacturer and the type of cement. Similar information shall be provided in the bills of lading accompanying each shipment of packaged or bulk cement. Bags shall contain 94 pounds net. All bags shall be in good condition at time of delivery. All cement shall be properly protected against dampness. No caked cement will be accepted. Cement remaining in storage for a prolonged period of time may be retested and rejected if it fails to conform to any of the requirements of these specifications. 030020 Page 1 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (2) Mixing _Water Water for use in concrete and for curing shall be free from oils, acids, organic matter or other deleterious substances and shall not contain more than 1000 parts per million of chlorides as CL nor more than 1000 parts per million of sulfates as 5O4. Water from municipal supplies approved by the State Health Department will not require testing, but water from other sources will be sampled and tested before use in structural concrete. Tests shall be made in accordance with the "Method of Test for Quality of Water to be Used in Concrete" (AASHTO Method T26), except where such methods are in conflict with provisions of this specification. (3) Coarse Aggregate Coarse aggregate shall consist of durable particles of gravel, crushed blast furnace slag, crushed stone, or combinations thereof, free from frozen material or injurious amount of salt, alkali, vegetable matter, or other objectionable material either free or as an adherent coating; and its quality shall be reasonably uniform throughout. It shall not contain more than 0.25 percent by weight of clay lumps, nor more than 1.0 percent by weight of shale, nor more than 5 percent by weight of laminated and/or friable particles when tested in accordance with TxDOT Test Method Tex-413-A. It shall have a wear of not more than 40 percent when tested in accordance with TxDOT Test Method Tex-410-A. Unless otherwise specified on the plans, coarse aggregate will be subjected to five cycles of the soundness test in accordance with TxDOT Test Method Tex-411-A. The loss shall not be greater than 12 percent when sodium sulfate is used, or 18 percent when magnesium sulfate is used. Permissible sizes of aggregate shall be governed by Table 4 and Table 1, except that when exposed aggregate surfaces are required, coarse aggregate gradation will be as specified on the plans. When tested by approved methods, the coarse aggregate, including combinations of aggregates when used, shall conform to the grading requirements shown in Table 1. 030020 Page 2 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 TABLE 1 Coarse Aggregate Gradation Chart Percent Retained on Each Sieve Aggregate Nominal 2-�/z 2 1-�/z 1 3/4 1/2 3/8 Grade No. Size In. In. In. In. In. In. In. No. 4 No. 8 1 2 in. 0 0 to 15 60 to 95 to 20 to 80 100 50 2 (467)* 1-�/z in. 0 0 30 to 70 95 to to 65 to 100 5 90 4 (57)* 1 in. 0 0 40 90 to 95 to to to 100 100 5 75 8 3/8 in. 0 0 to 35 to 90 to 5 80 100 *Numbers in parenthesis indicate conformance with ASTM C33. The aggregate shall be washed. The Loss by Decantation (TxDOT Test Method Tex-406-A)plus the allowable weight of clay lumps, shall not exceed one percent, or the value shown on the plans, whichever is smaller. (4) Fine Agate Fine aggregate shall consist of clean, hard, durable and uncoated particles of natural or manufactured sand or a combination thereof, with or without a mineral filler. It shall be free from frozen material or injurious amounts of salt, alkali, vegetable matter or other objectionable material and it shall not contain more than 0.5 percent by weight of clay lumps. When subjected to the color test for organic impurities (TxDOT Test Method Tex-408-A), it shall not show a color darker than standard. The fine aggregate shall produce a mortar having a tensile strength equal to or greater than that of Ottawa sand mortar when tested in accordance with TxDOT Test Method Tex-317-D. Where manufactured sand is used in lieu of natural sand for slab concrete subject to direct traffic, the acid insoluble residue of the fine aggregate shall be not less than 28 percent by weight when tested in accordance with TxDOT Test Method Tex-612-J. When tested by approved methods, the fine aggregate or combination of aggregates, including mineral filler, shall conform to the grading requirements shown in Table 2. 030020 Page 3 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 TABLE 2 Fine Aggregate Gradation Chart Percent Retained on Each Sieve Aggregate Grade No. 3/8 In. No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 1 0 0to5 0to20 15to50 35to75 70to90 90to100 97to100 NOTE 1: Where manufactured sand is used in lieu of natural sand, the percent retained on the No. 200 sieve shall be 94 to 100. NOTE 2: Where the sand equivalent value is greater than 85, the retainage on the No. 50 sieve may be 70 to 94 percent. Fine aggregate will be subjected to the Sand Equivalent Test (TxDOT Test Method Tex-203-F). The sand equivalent shall not be less than 80 nor less than the value shown on the plans,whichever is greater. For concrete Classes `A' and `C', the fineness modulus as defined below for fine aggregates shall be between 2.30 and 3.10. The fineness modulus will be determined by adding the percentages by weight retained on the following sieves, and dividing by 100; Nos. 4, 8, 16, 30, 50 and 100. (5) Mineral Filler Mineral filler shall consist of stone dust, clean crushed sand, or other approved inert material. (6) Mortar(Grout) Mortar for repair of concrete shall consist of 1 part cement, 2 parts finely graded sand, and enough water to make the mixture plastic. When required to prevent color difference, white cement shall be added to produce the color required. When required by the Engineer, latex adhesive shall be added to the mortar. (7) Admixtures Calcium Chloride will not be permitted. Unless otherwise noted, air-entraining, retarding and water-reducing admixtures may be used in all concrete and shall conform to the following requirements: A "water-reducing, retarding admixture" is defined as a material which, when added to a concrete mixture in the correct quantity, will reduce the quantity of mixing water required to produce concrete of a given consistency and will retard the initial set of the concrete. A "water-reducing admixture" is defined as a material which, when added to a concrete mixture in the correct quantity, will reduce the quantity of mixing water required to produce concrete of a 030020 Page 4 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 given consistency. (a) Retarding and Water-Reducing Admixtures. The admixture shall meet the requirements for Type A and Type D admixture as specified in ASTM Designation: C494, modified as follows: (1) The water-reducing retarder shall retard the initial set of the concrete a minimum of 2 hours and a maximum of 4 hours, at a specified dosage rate, at a temperature of 90°F. (2) The cement used in any series of tests shall be either the cement proposed for specific work or a "reference" Type I cement from one mill. (3) Unless otherwise noted on the plans,the minimum relative durability factor shall be 80. The air-entraining admixture used in the referenced and test concrete shall be neutralized Vinsol resin. (b) Air-Entraining Admixture. The admixture shall meet the requirements of ASTM Designation: C260, modified as follows: (1) The cement used in any series of tests shall be either the cement proposed for specific work or a "reference" Type I cement from one mill. (2) Unless otherwise noted on the plans,the minimum relative durability factor shall be 80. The air-entraining admixture used in the referenced concrete shall be neutralized Vinsol resin. 3. STORAGE OF CEMENT All cement shall be stored in well-ventilated weatherproof buildings or approved bins, which will protect it from dampness or absorption of moisture. Storage facilities shall be ample, and each shipment of packaged cement shall be kept separated to provide easy access for identification and inspection. The Engineer may permit small quantities of sacked cement to be stored in the open for a maximum of 48 hours on a raised platform and under waterproof covering. 4. STORAGE OF AGGREGATE The method of handling and storing concrete aggregate shall prevent contamination with foreign materials. If the aggregates are stored on the ground, the sites for the stockpiles shall be clear of all vegetation and level. The bottom layer of aggregate shall not be disturbed or used without recleaning. 030020 Page 5 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 When conditions require the use of two or more sizes of aggregates, they shall be separated to prevent intermixing. Where space is limited, stockpiles shall be separated by physical barriers. Methods of handling aggregates during stockpiling and subsequent use shall be such that segregation will be minimized. Unless otherwise authorized by the Engineer, all aggregate shall be stockpiled at least 24 hours to reduce the free moisture content. 5. MEASUREMENT OF MATERIALS The measurement of the materials, except water, used in batches of concrete, shall be by weight. The fine aggregate, coarse aggregate and mineral filler shall be weighed separately. Where bulk cement is used, it shall be weighed separately, but batch weighing of sacked cement will not be required. Where sacked cement is used, the quantities of material per batch shall be based upon using full bags of cement. Batches involving the use of fractional bags will not be permitted. Allowance shall be made for the water content in the aggregates. Bags of cement varying more than 3 percent from the specified weight of 94 pounds may be rejected, and when the average weight per bag in any shipment, as determined by weighing 50 bags taken at random, is less than the net weight specified, the entire shipment may be rejected. If the shipment is accepted, the Engineer will adjust the concrete mix to a net weight per bag fixed by an average of all individual weights which are less than the average weight determined from the total number weighed. 6. CLASSIFICATION AND MIX DESIGN It shall be the responsibility of the Contractor to furnish the mix design, using a coarse aggregate factor acceptable to the Engineer, for the class(es) of concrete specified. The mix shall be designed by a qualified concrete technician to conform with the requirements contained herein and in accordance with the THD Bulletin C-11. The Contractor shall perform, at his own expense, the work required to substantiate the design, except the testing of strength specimens, which will be done by the Engineer. Complete concrete design data shall be submitted to the Engineer for approval. It shall also be the responsibility of the Contractor to determine and measure the batch quantity of each ingredient, including all water, so that the mix conforms to these specifications and any other requirements shown on the plans. Trial batches will be made and tested using all of the proposed ingredients prior to placing the concrete, and when the aggregate and/or brand of cement or admixture is changed. Trial batches shall be made in the mixer to be used on the job. When transit mix concrete is to be used, the trial designs will be made in a transit mixer representative of the mixers to be used. Batch size shall not be less than 50 percent of the rated mixing capacity of the truck. Mix designs from previous or concurrent jobs may be used without trial batches if it is shown that 030020 Page 6 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 no substantial change in any of the proposed ingredients has been made. The coarse aggregate factor shall not be more than 0.82, except that when the voids in the coarse aggregate exceed 48 percent of the total dry loose volume, the coarse aggregate factor shall not exceed 0.85. The coarse aggregate factor shall not be less than 0.70 for Grades 1, 2 and 3 aggregates. If the strength required for the class of concrete being produced is not secured with the cement specified in Table 4, the Contractor may use an approved water-reducing or retarding admixture, or he shall furnish aggregates with different characteristics which will produce the required results. Additional cement may be required or permitted as a temporary measure until the redesign is checked. Water-reducing or retarding agents may be used with all classes of concrete at the option of the Contractor. When water-reducing or retarding agents are used at the option of the Contractor,reduced dosage of the admixture will be permitted. Entrained air will be required in accordance with Table 4. The concrete shall be designed to entrain 5 percent air when Grade 2 coarse aggregate is used and 6 percent when Grade 3 coarse aggregate is used. Concrete as placed in the structure shall contain the proper amount as required above with a tolerance of plus or minus 1.5 percentage points. Occasional variations beyond this tolerance will not be cause for rejection. When the quantity of entrained air is found to be above 7 percent with Grade 2 coarse aggregate or above 8 percent for Grade 3 coarse aggregate, additional test beams or cylinders will be made. If these beams or cylinders pass the minimum flexural or compressive requirements,the concrete will not be rejected because of the variation in air content. 7. CONSISTENCY In cases where the consistency requirements cannot be satisfied without exceeding the maximum allowable amount of water, the Contractor may use, or the Engineer may require, an approved water-reducing or retarding agent, or the Contractor shall furnish additional aggregates or aggregates with different characteristics, which will produce the required results. Additional cement may be required or permitted as a temporary measure until aggregates are changed and designs checked with the different aggregates or admixture. The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by fog spray only, and shall be held to a minimum. The concrete shall be workable, cohesive, possess satisfactory finishing qualities, and of the stiffest consistency that can be placed and vibrated into a homogenous mass. Excessive bleeding shall be avoided. Slump requirements will be as specified in Table 3. 030020 Page 7 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 TABLE 3 Slump Requirements Concrete Desi_ng ation Desired Slump Max. Slump Structural Concrete: (1) Thin-Walled Sections (9" or less) 4 inches 5 inches (2) Slabs, Caps, Columns,Piers, Wall Sections over 9", etc. 3 inches 4 inches Underwater or Seal Concrete 5 inches 6 inches Riprap, Curb, Gutter and Other Miscellaneous Concrete 2.5 inches 4 inches NOTE: No concrete will be permitted with slump in excess of the maximums shown. 8. QUALITY OF CONCRETE General The concrete shall be uniform and workable. The cement content, maximum allowable water- cement ratio, the desired and maximum slump and the strength requirements of the various classes of concrete shall conform to the requirements of Table 3 and Table 4 and as required herein. During the process of the work, the Engineer or his designated representative will cast test cylinders or beams as a check on the compressive or flexural strength of the concrete actually placed. Test cylinders must be picked up by the testing lab within 24 hours. A test shall be defined as the average of the breaking strength of two cylinders or two beams, as the case may be. Specimens will be tested in accordance with TxDOT Test Methods Tex-418-A or Tex-420-A. Test beams or cylinders will be required as specified in the contract documents. For small placements on structures such as manholes, inlets, culverts, wingwalls, etc., the Engineer may vary the number of tests to a minimum of one for each 25 cubic yards placed over a several day period. All test specimens, beams or cylinders, representing tests for removal of forms and/or falsework shall be cured using the same methods, and under the same conditions as the concrete represented. "Design Strength" beams and cylinders shall be cured in accordance with THD Bulletin C-11. The Contractor shall provide and maintain curing facilities as described in THD Bulletin C-11 for the purpose of curing test specimens. Provision shall be made to maintain the water in the curing tank at temperatures between 70°F and 90°F. When control of concrete quality is by twenty-eight-day compressive tests, job control will be by seven-day compressive tests which are shown to provide the required twenty-eight-day strength, based on results from trial batches. If the required seven-day strength is not secured with the 030020 Page 8 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 cement specified in Table 4, changes in the batch design will be made. TABLE 4 Classes of Concrete Minimum Class Compressive Min. Beam Maximum Coarse of Sacks Cement Strength(f c) Strength Water-Cement Aggregate Concrete per C.Y. (min.) 28-Day(psi) 7-Day(psi) Ratio (gal/sack) No. A* 5.0 3000 500*** 6.5 2-4-8**** B* 4.5 2500 417 8.0 2-4-8**** C* 6.0 3600 600*** 6.0 1-2-4** D 6.0 3000 500 7.0 2-4 S 6.5 4000 570 5.0 2-4 *Entrained Air(slabs,piers and bent concrete). **Grade 1 Coarse Aggregate may be used in foundation only(except cased drilled shafts). ***When Type H Cement is used with Class C Concrete, the 7-day beam break requirement will be 550 psi; with Class A Concrete,the minimum 7-day beam break requirement will be 460 psi. ****Permission to use Grade 8 Aggregate must have prior approval of the Engineer. 9. MIXING CONDITIONS The concrete shall be mixed in quantities required for immediate use. Any concrete which is not in place within the limits outlined in City Standard Specification Section 038000 "Concrete Structures", Article "Placing Concrete-General", shall not be used. Retamping of concrete will not be permitted. In threatening weather, which may result in conditions that will adversely affect the quality of the concrete to be placed, the Engineer may order postponement of the work. Where work has been started and changes in weather conditions require protective measures, the Contractor shall furnish adequate shelter to protect the concrete against damage from rainfall, or from freezing temperatures. If necessary to continue operations during rainfall, the Contractor shall also provide protective coverings for the material stockpiles. Aggregate stockpiles need be covered only to the extent necessary to control the moisture conditions in the aggregates to adequately control the consistency of the concrete. 10. MIXING AND MIXING EQUIPMENT All equipment, tools, and machinery used for hauling materials and performing any part of the work shall be maintained in such condition to insure completion of the work underway without excessive delays for repairs or replacements. The mixing shall be done in a batch mixer of approved type and size that will produce uniform 030020 Page 9 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 distribution of the material throughout the mass. Mixers may be either the revolving drum type or the revolving blade type, and shall be capable of producing concrete meeting the requirements of these specifications. After all the ingredients are assembled in the drum,the mixing shall continue not less than 1 minute for mixers of one cubic yard or less capacity plus 15 seconds for each additional cubic yard or portion thereof. The mixer shall operate at the speed and capacity designated by the Mixer Manufacturers Bureau of the Associated General Contractors of America. The mixer shall have a plate affixed showing the manufacturer's recommended operating data. The absolute volume of the concrete batch shall not exceed the rated capacity of the mixer. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. The first batch of concrete materials placed in the mixer for each placement shall contain an extra quantity of sand, cement and water sufficient to coat the inside surface of the drum. Upon the cessation of mixing for any considerable length of time, the mixer shall be thoroughly cleaned. The concrete mixer shall be equipped with an automatic timing device which is put into operation when the skip is raised to its full height and dumping. This device shall lock the discharging mechanism and prevent emptying of the mixer until all the materials have been mixed together for the minimum time required, and it shall ring a bell after the specified time of mixing has elapsed. The water tank shall be arranged so that the amount of water can be measured accurately, and when the tank starts to discharge,the inlet supply shall cut off automatically. Whenever a concrete mixer is not adequate or suitable for the work, it shall be removed from the site upon a written order from the Engineer and a suitable mixer provided by the Contractor. Pick-up and thro-over blades in the drum of the mixer which are worn down more than 10 percent in depth shall be repaired or replaced with new blades. Improperly mixed concrete shall not be placed in the structure. Job mix concrete shall be concrete mixed in an approved batch mixer in accordance with the requirements stated above, adjacent to the structure for which the concrete is being mixed, and moved to the placement site in non-agitating equipment. 11. READY-MIX PLANTS A. General. It shall be the Contractor's responsibility to furnish concrete meeting all requirement of the governing specification sections, and concrete not meeting the slump, workability and consistency requirements of the governing specification sections shall not 030020 Page 10 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 be placed in the structure or pavement. Ready-Mixed Concrete shall be mixed and delivered by means of one of the following approved methods. (1) Mixed completely in a stationary mixer and transported to the point of delivery in a truck agitator or a truck mixer operating at truck agitator or truck mixer agitation speed. (Central-Mix Concrete) (2) Mixed complete in a truck mixer and transported to the placement site at mixing and/or agitating speed (Transit-Mix Concrete), subject to the following provisions: (a) Truck mixers will be permitted to transport concrete to the job site at mixing speed if equipped with double actuated counters which will separate revolutions at mixing speed from total revolutions. (b) Truck mixers equipped with a single actuated counter counting total revolutions of the drum shall mix the concrete at the plant not less than 50 nor more than 70 revolutions at mixing speed, transport it to the job site at agitating speed and complete the required mixing before placing the concrete. (3) Mixed completely in a stationery mixer and transported to the job site in approved non-agitating trucks with special bodies. This method of transporting will be permitted for concrete pavement only. B. Equipment. (1) Batching _Plant. The batching plant shall be provided with adequate bins for batching all aggregates and materials required by the specifications. Bulk cement shall be weighed on a scale separate from those used for other materials and in a hopper entirely free and independent of that used for weighing the aggregates. (2) Mixers and Agitators. _ (a) General: Mixers shall be of an approved stationary or truck-type capable of combining the ingredients into a thoroughly mixed and uniform mass. Facilities shall be provided to permit ready access to the inside of the drum for inspection, cleaning and repair of blades. Mixers and agitators shall be subject to daily examination for changes in condition due to accumulation of hardened concrete and/or wear of blades, and any hardened concrete shall be removed before the mixer will be permitted to be used. Worn blades shall be repaired or replaced with new in 030020 Page 11 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 accordance with the manufacturer's design and arrangement for that particular unit when any part or section is worn as much as 10 percent below the original height of the manufacturer's design. (b) Stationary Mixers: These shall conform to the requirements of Article "Mixing and Mixing Equipment". Truck mixers mounted on a stationary base will not be considered as a stationary mixer. (c) Truck Mixers: In addition, truck mixers shall comply with the following requirements: An engine in satisfactory working condition and capable of accurately gauging the desired speed of rotation shall be mounted as an integral part of the mixing unit for the purpose of rotating the drum. Truck mixers equipped with a transmission that will govern the speed of the drum within the specified revolutions per minute (rpm)will not require a separate engine. All truck mixers shall be equipped with actuated counters by which the proper number of revolutions of the drum, as specified in Article 11. A. above, may be readily verified. The counters shall be read and recorded at the start of mixing at mixing speeds. Each until shall have adequate water supply and accurate metering or gauging devices for measuring the amount used. (d) Agitators: Concrete agitators shall be of the truck type, capable of maintaining a thoroughly mixed and uniform concrete mass and discharging it within the same degree of uniformity specified for mixers. Agitators shall comply with all of the requirements for truck mixers, except for the actual mixing requirements. C. Operation of Plant and Equipment. Delivery of ready-mixed concrete shall equal or exceed the rate approved by the Engineer for continuous placement. In all cases, the delivery of concrete to the placement site shall assure compliance with the time limits in the applicable specification for depositing successive batches in any monolithic unit. The Contractor shall satisfy the Engineer that adequate standby trucks are available. A standard ticket system will be used for recording concrete batching, mixing and delivery date. Tickets will be delivered to the job inspector. Loads arriving without ticket and/or in unsatisfactory condition shall not be used. When a stationary mixer is used for the entire mixing operation, the mixing time for one cubic yard of concrete shall be one minute plus 15 seconds for each additional cubic yard or portion thereof. This mixing time shall start when all cement, aggregates and initial water have entered the drum. 030020 Page 12 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 The mixer shall be charged so that some of the mixing water will enter the drum in advance of the cement and aggregate. All of the mixing water shall be in the drum by the end of the first one- fourth of the specified mixing time. Water used to flush down the blades after charging shall be accurately measured and included in the quantity of mixing water. The introduction of the initial mixing water, except blade wash down water and that permitted in this Article, shall be prior to or simultaneous with the charging of the aggregates and cement. The loading of truck mixers shall not exceed 63 percent of the total volume of the drum. When used as an agitator only,the loading shall not exceed 80 percent of the drum volume. When Ready-Mix Concrete is used, additional mortar (one sack cement, three parts sand and sufficient water) shall be added to the batch to coat the drum of the mixer or agitator truck, and this shall be required for every load of Class C concrete only and for the first batch from central mix plants. A portion of the mixing water, required by the batch design to produce the desired slump, may be withheld and added at the job site, but only with permission of the Engineer and under his supervision. When water is added under the above conditions, it shall be thoroughly mixed as specified below for water added at the job site. Mixing speed shall be attained as soon as all ingredients are in the mixer, and each complete batch (containing all the required ingredients) shall be mixed not less than 70 nor more than 100 revolutions of the drum at mixing speed except that when water is added at the job site, 25 revolutions (minimum) at mixing speed will be required to uniformly disperse the additional water throughout the mix. Mixing speed shall be as designated by the manufacturer. All revolutions after the prescribed mixing time shall be at agitating speed. The agitating speed shall be not less than one (1) nor more than five (5) rpm. The drum shall be kept in continuous motion from the time mixing is started until the discharge is completed. 12. PLACING, CURING AND FINISHING The placing of concrete, including construction of forms and falsework, curing and finishing, shall be in accordance with City Standard Specification Section 038000 "Concrete Structures". 13. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the quantities of concrete of the various classifications which will constitute the completed and accepted structure(s) in-place will be measured by the cubic yard, per each, square foot, square yard or linear foot, as the case may be. Measurement will be as shown on the drawings and/or in the Bid Form. Payment shall be full compensation for furnishing, hauling, mixing, placing, curing and finishing all concrete; all grouting and pointing; furnishing and placing drains; furnishing and placing metal flashing strips; furnishing and placing expansion joint material required by this specification or shown on the plans; and for all forms and falsework, labor, tools, equipment and incidentals necessary to complete the work. 030020 Page 13 of 13 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 032020 REINFORCING STEEL 1. DESCRIPTION This specification shall govern the furnishing and placing of reinforcing steel, deformed and smooth, of the size and quantity designated on the plans and in accordance with these specifications. 2. MATERIALS Unless otherwise designated on the plans, all bar reinforcement shall be deformed, and shall conform to ASTM Designation: A 615, Grades 60 or 75, and shall be open hearth, basic oxygen, or electric furnace new billet steel. Large diameter new billet steel (Nos. 14 and 18), Grade 75,will be permitted for straight bars only. Where bending of bar sizes No. 14 or No. 18 of Grade 60 is required, bend testing shall be performed on representative specimens as described for smaller bars in the applicable ASTM Specification. The required bend shall be 90 degrees around a pin having a diameter of 10 times the nominal diameter of the bar. Spiral reinforcement shall be smooth (not deformed) bars or wire of the minimum diameter shown on the plans, and shall be made by one or more of the following processes: open hearth, basic oxygen, or electric furnace. Bars shall be rolled from billets reduced from ingots and shall comply with ASTM Designation: A 306, Grade 65 minimum (references to ASTM Designation: A 29 is voided). Dimensional tolerances shall be in accordance with ASTM Designation: A 615, or ASTM Designation: A 615, Grade 60, except for deformations. Wire shall be cold-drawn from rods that have been hot-rolled from billets and shall comply with ASTM Designation: A 185. In cases where the provisions of this specification are in conflict with the provisions of the ASTM Designation to which reference is made,the provisions of this specification shall govern. Report of chemical analysis showing the percentages of carbon, manganese, phosphorus and sulphur will be required for all reinforcing steel when it is to be welded. 032020 Page 1 of 6 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 The nominal size and area and the theoretical weight of reinforcing steel bars covered by this specification are as follows: Nominal Weight per Bar Size Diameter, Nominal Area, Linear Foot, Number In. Sq. In. Pounds 2 0.250 0.05 0.167 3 0.375 0.11 0.376 4 0.500 0.20 0.668 5 0.625 0.31 1.043 6 0.750 0.44 1.502 7 0.875 0.60 2.044 8 1.000 0.79 2.670 9 1.128 1.00 3.400 10 1.270 1.27 4.303 11 1.410 1.56 5.313 14 1.693 2.25 7.6 18 2.257 4.00 13.60 Smooth round bars shall be designated by size number through No. 4. Smooth bars larger than No. 4 shall be designated by diameter in inches. When wire is ordered by gauge numbers, the following relation between gauge number and diameter, in inches, shall apply unless otherwise specified: Equivalent Equivalent Gauge Diameter, Gauge Diameter, Number Inches Number Inches 0 0.3065 8 0.1620 1 0.2830 9 0.1483 2 0.2625 10 0.1350 3 0.2437 11 0.1205 4 0.2253 12 0.1055 5 0.2070 13 0.0915 6 0.1920 14 0.0800 7 0.1770 032020 Page 2 of 6 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3. BENDING The reinforcement shall be bent cold, true to the shapes indicated on the plans. Bending shall preferably be done in the shop. Irregularities in bending shall be cause for rejection. Unless otherwise shown on the plans, the inside diameter of bar bends, in terms of the nominal bar diameter(d), shall be as follows: Bends of 90 degrees and greater in stirrups, ties and other secondary bars that enclose another bar in the bend: Grade 60 43, 44, 45 4d 46, 47, 48 5d All bends in main bars and in secondary bars not covered above: Grade 60 Grade 75 43 thru 48 6d 49, 410 8d -- 411 8d 8d 414, 418 10d -- 032020 Page 3 of 6 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 4. TOLERANCES Fabricating tolerances for bars shall be within 3 percent of specified or as follows: Plan Dien. a 3/4" 7/8" Bar or Smaller--Pfaxn. Dimon. Bair s 1/2" 1*' Baor Larger --P+on_ D+men. ; 1" s 3/ H= over 6`.--a�mere.+ Zero or -+/Z N = G" and less-{3iensn. • Zero or -#/4•• =D CL H i1 7/8" Bar or Smolier--Edon Dimon. = 1/2' _ f r 1" Bor or Lm arger—Plan Dion. ; 1 Piro$ or Circular Tis Tie or st&"p Plan Oimen.31 Plan Oi--=1/2 5. STORING Steel reinforcement shall be stored above the surface of the ground upon platforms, skids or other supports, and shall be protected as far as practicable from mechanical injury and surface deterioration caused by exposure to conditions producing rust. When placed in the work, reinforcement shall be free from dirt, paint, grease, oil, or other foreign materials. Reinforcement shall be free from injurious defects such as cracks and laminations. Rust, surface seams, surface irregularities or mill scale will not be cause for rejection,provided the minimum dimensions, cross- sectional area and tensile properties of a hand wire crushed specimen meets the physical requirements for size and grade of steel specified. 6. SPLICES No splicing of bars, except when provided on the plans or specified herein, will be permitted without written approval of the Engineer. Splices will not be permitted in main reinforcement at points of maximum stress. When permitted in main bars, splices in adjacent bars shall be staggered a minimum of two splice lengths. 032020 Page 4 of 6 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 TABLE 1 Minimum Lap Requirements L,a Uncoated Coated Lap in inches > 40d 60d Where: d=bar diameter in inches Welding of reinforcing bars may be used only where shown on the plans or as permitted herein. All welding operations, processes, equipment, materials, workmanship and inspection shall conform to the requirements of the drawings and industry standards. All splices shall be of such dimension and character as to develop the full strength of bar being spliced. End preparation for butt welding reinforcing bars shall be done in the field. Delivered bars shall be of sufficient length to permit this practice. For box culvert extensions with less than one foot of fill, the existing longitudinal bars shall have a 20-diameter lap with the new bars. For box culvert extensions with more than one foot of fill, a minimum of 6 inches lap will be required. Unless otherwise shown on the plans, dowel bars transferring tensile stresses shall have a minimum embedment equal to the minimum lap requirements shown in Table 1. Shear transfer dowels shall have a minimum embedment of 12 inches. 7. PLACING Reinforcement shall be placed as near as possible in the position shown on the plans. Unless otherwise shown on the plans, dimensions shown for reinforcement are to the centers of the bars. In the plane of the steel parallel to the nearest surface of concrete, bars shall not vary from plan placement by more than one-twelfth of the spacing between bars. In the plane of the steel perpendicular to the nearest surface of concrete, bars shall not vary from plan placement by more than one-quarter inch. Cover of concrete to the nearest surface of steel shall meet the above requirements but shall never be less than one inch or as otherwise shown on the plans. Vertical stirrups shall always pass around the main tension members and be attached securely thereto. The reinforcing steel shall be spaced its required distance from the form surface by means of approved galvanized metal spacers, metal spacers with plastic coated tips, stainless steel spacers, plastic spacers, or approved pre-cast mortar or concrete blocks. For approval of plastic spacers on the project, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5 percent solution of sodium hydroxide for 120 hours. All reinforcing steel shall be tied at all intersections, except that where spacing is less than one foot in each direction, alternate intersections only need be tied. Before any concrete is placed, all mortar shall be cleaned from the reinforcement. Precast mortar or concrete blocks to be used for holding steel in position adjacent to formed surfaces shall be cast in molds meeting the approval of the Engineer and shall be cured by covering with wet burlap or 032020 Page 5 of 6 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 cotton mats for a period of 72 hours. The blocks shall be cast in the form of a frustum of a cone or pyramid with the smaller face placed against the forms. A suitable tie wire shall be provided in each block, to be used for anchoring to the steel. Except in unusual cases, and when specifically otherwise authorized by the Engineer,the size of the surface to be placed adjacent to the forms shall not exceed two and one-half inches square or the equivalent thereof in cases where circular or rectangular areas are provided. Blocks shall be cast accurately to the thickness required, and the surface to be placed adjacent to the forms shall be a true plane free of surface imperfections. Reinforcement shall be supported and tied in such manner that a sufficiently rigid case of steel is provided. If the cage is not adequately supported to resist settlement or floating upward of the steel, overturning of truss bars or movement in any direction during concrete placement, permission to continue concrete placement will be withheld until corrective measures are taken. Sufficient measurements shall be made during concrete placement to insure compliance with the first paragraph of Article 7 of this specification. Mats of wire fabric shall overlap each other sufficiently to maintain a uniform strength and shall be fastened securely at the ends and edges. No concrete shall be deposited until the Engineer has inspected the placement of the reinforcing steel and given permission to proceed. 8. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, reinforcing steel is considered subsidiary to the various items shown in the Bid Form and shall not be measured and paid for as a separate item. 032020 Page 6 of 6 Rev.10-30-2014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 038000 CONCRETE STRUCTURES 1. DESCRIPTION This specification shall govern for construction of all types of structures involving the use of structural concrete, except where the requirements are waived or revised by other governing specifications. All concrete structures shall be constructed in accordance with the design requirements and details shown on the plans; in conformity with the pertinent provisions of the items contracted for; the incidental specifications referred to; and in conformity with the requirements herein. 2. MATERIALS (1) Concrete. All concrete shall conform to the provisions of City Standard Specification Section 030020 "Portland Cement Concrete". The class of concrete for each type of structure or unit shall be as specified on the plans or by pertinent governing specifications. (2) Expansion Joint Material. (a) Preformed Fiber Material. Preformed fiber expansion joint material shall be of the dimensions shown on the plans. The material shall be one of the following types, unless otherwise noted on the plans: 1. Preformed Bituminous Fiber Materials shall meet the requirements of ASTM Designation: D1751 "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)". 2. Preformed Non-Bituminous Fiber Material shall meetthe requirements of ASTM Designation: D1751 "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)",exceptthatthe requirements pertaining to bitumen content, density and water absorption shall be voided. 3. Redwood. (b) Joint Sealing Materials. Unless otherwise shown on the drawings, joint sealing material shall conform to the following requirements. The material shall adhere to the sides of the concrete joint or crack and shall form an effective seal against infiltration of water and incompressibles. The material shall not crack or break when exposed to low temperatures. 038000 Page 1 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 1. Class 1-a. (Two-Component, Synthetic Polymer,Cold-Extruded Type). Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. This type is specifically designed for vertical or sloping joints and hence not self-leveling. It shall cure sufficiently at an average temperature of 77 degrees F ± 3 degrees F in a maximum of 24 hours. For performance requirements see under 2.(2)(b)2. below. 2. Class 1-b. (Two-Component, Synthetic Polymer,Cold-Pourable, Self-Leveling Type). Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. It shall cure sufficiently at an average temperature of 77 degrees F ± 3 degrees F in a maximum of 3 hours. Performance Requirements: Class 1-a and Class 1-b joint materials,when tested in accordance with TxDOT Test Method Tex-525-C,shall meet the above curing times and the following requirements: It shall be of such consistency that it can be mixed and poured, or mixed and extruded into joints at temperatures above 60 degrees F. Penetration, 77°F.: 150 gm. cone, 5 sec., max., cm.................. 0.90 Bond and Extension 75%, O°F, 5 cycles: Dry Concrete Blocks............................ Pass Wet Concrete Blocks............................ Pass Steel Blocks...(Primed if specified by manuf.). Pass Flow at 200°F................................. None Water Content%by weight, max................. 5.0 Resilience: Original sample min. % (cured)................. 50 Oven aged at 158°F min. % .................... 50 For Class 1-a Material Only: Cold Flow (10 min.)............................ None (c) Asphalt Board. Asphalt Board shall consist of two liners of 0.016-inch asphalt impregnated paper,filled with a mastic mixture of asphalt and vegetable fiber and/or mineral filler. Boards shall be smooth,flat and sufficiently rigid to permit installation. When tested in accordance with TxDOT Test Method Tex-524-C,the asphalt board shall not deflect from the horizontal more than one inch in three and one-half inches (1" in 31/2"). (d) Rebonded Neoprene Filler. Rebonded neoprene filler shall consist of ground closed- cell neoprene particles, rebonded and molded into sheets of uniform thickness, of the dimensions shown on plans. Filler material shall have the following physical properties and shall meet the requirements of ASTM Designation: D 1752"Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction", Type 1, where applicable: 038000 Page 2 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 PROPERTY METHOD REQUIREMENT Color ASTM D1752, Type 1 Black Density ASTM D1752, Type 1 40 lb./ft' Min. Recovery ASTM D1752, Type 1 90% Min. Compression ASTM D1752, Type 1 50 to 500 psi Extrusion ASTM D1752, Type 1 0.25 inch Max. Tensile Strength ASTM D1752, Type 1 20 psi Min. Elongation 75% Min. The manufacturers shall furnish the Engineer with certified test results as to compliance with the above requirements and a 12 inch x 12 inch x 1 inch sample from the shipment for approval. (3) Curing Materials. (a) Membrane curing materials shall comply with ASTM Designation: C 309 "Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete",Type 1 clear or translucent, or Type 2 white-pigmented. The material shall have a minimum flash-point of 80 degrees F when tested by the "Pensky-Martin Closed Cup Method". It shall be of such consistency that it can be satisfactorily applied as a fine mist through an atomizing nozzle by means of approved pressure spraying equipment at atmospheric temperatures above 40 degrees F. It shall be of such nature that it will not produce permanent discoloration of concrete surfaces nor react deleteriously with the concrete or its components. Type 1 compound shall contain a fugitive dye that will be distinctly visible not less than 4 hours nor more than 7 days after application. The compound shall produce a firm,continuous,uniform moisture impermeable film free from pinholes and shall adhere satisfactorily to the surfaces of damp concrete. It shall,when applied to the damp concrete surface at the rate of coverage specified herein,be dry to the touch in not more than 4 hours, and shall adhere in a tenacious film without running off or appreciable sagging. It shall not disintegrate, check,peel or crack during the required curing period. The compound shall not peel or pick up under traffic and shall disappear from the surface of the concrete by gradual disintegration. The compound shall be delivered to the job only in the manufacturer's original containers, which shall be clearly labeled with the manufacturer's name, the trade name of the material, and a batch number or symbol with which test samples may be correlated. The water retention test shall be in accordance with TxDOT Test Method Tex-219-F. Percentage loss shall be defined as the water lost after the application of the curing material was applied. The permissible percentage moisture loss (at the rate of coverage specified herein) shall not exceed the 038000 Page 3 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 following: 24 hours after application............2 percent 72 hours after application............4 percent Type 1 (Resin Base Only)curing compound will be permitted for slab concrete in bridge decks and top slabs of direct traffic culverts. (b) Mat curing of concrete is allowed where permitted by Table 1 in this specification or where otherwise approved by the Engineer. 3. EXPANSION JOINTS Joints and devices to provide for expansion and contraction shall be constructed where and as indicated herein or on the plans. All open j oints and j oints to be filled with expansion j oint material,shall be constructed using forms adaptable to loosening or early removal. To avoid expansion or contraction damage to the adjacent concrete, these forms shall be loosened as soon as possible after final concrete set to permit free movement without requiring full form removal. Prior to placing the sealing material, the vertical facing the joint shall be cleaned of all laitance by sandblasting or by mechanical routing. Cracked or spalled edges shall be repaired. The joint shall be blown clean of all foreign material and sealed. Where preformed fiber j oint material is used,it shall be anchored to the concrete on one side of the joint by light wire or nails, to prevent the material from falling out. The top one inch(1") of the joint shall be filled with joint sealing material. Finished joints shall conform to the indicated outline with the concrete sections completely separated by the specified opening or joint material. Soon after form removal and again where necessary after surface finishing, all projecting concrete shall be removed along exposed edges to secure full effectiveness of the expansion joints. 4. CONSTRUCTION JOINTS The j oint formed by placing plastic concrete in direct contact with concrete that has attained its initial set shall be deemed a construction joint. The term "monolithic placement" shall be interpreted to mean at the manner and sequence of concrete placing shall not create construction joints. Construction joints shall be of the type and at the locations shown on the plans. Additional joints will not be permitted without written authorization from the Engineer, and when authorized, shall have details equivalent to those shown on the plans for joints in similar locations. Unless otherwise provided, construction joints shall be square and normal to the forms. Bulkheads shall be provided in the forms for all joints, except when horizontal. Construction joints requiring the use of joint sealing material shall be as detailed on the plans. The 038000 Page 4 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 material will be specified on the plans without referenced to joint type. A concrete placement terminating at a horizontal construction joint shall have the top surface roughened thoroughly as soon as practicable after initial set is attained. The surfaces at bulkheads shall be roughened as soon as the forms are removed. The hardened concrete surface shall be thoroughly cleaned of all loose material, laitance, dirt or foreign material, and saturated with water so it is moist when placing fresh concrete against it. Forms shall be drawn tight against the placing of the fresh concrete. 5. FORMS (1) General. Except where otherwise specified, forms may be of either timber or metal. Forms for round columns exposed to view shall be of steel, except that other materials will be allowed with written permission of the Engineer. Forming plans shall be submitted to the Engineer for approval as specified. Forms shall be designed for the pressure exerted by a liquid weighing 150 pounds per cubic foot. The rate of placing the concrete shall betaken into consideration in determining the depth of the equivalent liquid. For j ob fabricated forms,an additional live load of 50 pounds per square foot shall be allowed on horizontal surfaces. The maximum unit stresses shall not exceed 125 percent of the allowable stresses used by the Texas Department of Transportation for the design of structures. Commercially produced structural units used in formwork shall not exceed the manufacturer's maximum allowable working load for moment,shear or end reaction. The maximum working load shall include a live load of 35 pounds per square foot of horizontal form surface, and sufficient details and data shall be submitted for use in checking formwork details for approval. Forms shall be practically mortar-tight,rigidly braced and strong enough to preventbulging between supports, and maintained to the proper line and grade during concrete placement. Forms shall be maintained in a manner that will prevent warping and shrinkage. Offset at form joints shall not exceed one-sixteenth of an inch (1/16"). Deflections due to cast-in-place slab concrete and railing shown in the dead load deflection diagram shall be taken into account in the setting of slab forms. All forms and footing areas shall be cleaned of any extraneous matter before placing concrete. Permission to place concrete will not be given until all such work is completed to the satisfaction of the Engineer. If, at any stage of the work,the forms show signs of bulging or sagging,the portion of the concrete causing such condition shall be removed immediately, if necessary, and the forms shall be reset and securely braced against further movement. 038000 Page 5 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (2) Timber Forms. Lumber for forms shall be properly seasoned, of good quality, and free from imperfections which would affect its strength or impair the finished surface of the concrete. The lumber used for facing or sheathing shall be finished on at least one side and two edges and shall be sized to uniform thickness. Form lining will be required for all formed surfaces, except for the inside of culvert barrels, inlets and manholes; surfaces that are subsequently covered by backfill material or are completely enclosed; and, any surface formed by a single finished board. Lining will not be required when plywood forms are used. Form lining shall be of an approved type such as Masonite or plywood. Thin membrane sheeting, such as polyethylene sheets, shall not be used for form lining. Forms may be constructed of plywood not less than one-half inch in thickness,with no form lining required. The grain of the face plies on plywood forms shall be placed parallel to the span between the supporting studs or joists. Plywood used for forming surfaces that remain exposed shall be equal to that specified as B-B Plyform Class I or Class II Exterior, of the U. S. Department of Commerce, National Bureau of Standards and Technology, latest edition. Forms or form lumber to be reused shall be maintained clean and in good condition. Any lumber which is split, warped, bulged, marred, or has defects that will produce inferior work, shall not be used and, if condemned, shall be promptly removed from the work. Studs and j oists shall be spaced so that the facing form material remains in true alignment under the imposed loads. Wales shall be spaced close enough to hold forms securely to the designated lines and scabbed at least 4 feet on each side of joints to provide continuity. A row of wales shall be placed near the bottom of each placement. Facing material shall be placed with parallel and square joints and securely fastened to supporting studs. Forms for surfaces receiving only an ordinary finish and exposed to view shall be placed with the form panels symmetrical, i.e., long dimensions set in the same direction. Horizontal joints shall be continuous. Molding specified for chamfer strips or other uses shall be made of materials of a grade that will not split when nailed and which can be maintained to a true line without warping. Wood molding shall be mill cut and dressed on all faces. Unless otherwise provided, forms shall be filleted at all sharp corners and edges with triangular chamfer strips measuring three-quarter inch (3/4") on the sides. Forms for railing and ornamental work shall be constructed to standards equivalent to first-class millwork All moldings,panel work and bevel strips shall be straight and true with nearly mitered joints designed so the finished work is true, sharp and clean cut. 038000 Page 6 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 All forms shall be constructed to permit their removal without marring or damaging the concrete. The forms may be given a slight draft to permit ease of removal. Metal form ties of an approved type or a satisfactory substitute shall be used to hold forms in place and shall be of a type that permits ease of removal of the metal as hereinafter specified. All metal appliances used inside of forms for alignment purposes shall be removed to a depth of at least one-half inch (1/2") from the concrete surface. They shall be made so the metal may be removed without undue chipping or spalling,and when removed,shall leave a smooth opening in the concrete surface. Burning off of rods, bolts or ties will not be permitted. Any wire ties used shall be cut back at least one-half inch(1/2") from the face of the concrete. Devices holding metal ties in place shall be capable of developing the strength of the tie and adjustable to allow for proper alignment. Metal and wooden spreaders which are separate from the forms shall be removed entirely as the concrete is being placed. Adequate clean-out openings shall be proved for narrow walls and other locations where access to the bottom of the forms is not readily attainable. Prior to placing concrete, the facing of all forms shall be treated with oil or other bond breaking coating of such composition that it will not discolor or otherwise injuriously affect the concrete surface. Care shall be exercised to prevent coating of the reinforcing steel. (3) Metal Forms. The foregoing requirements for timber forms regarding design,mortar-tightness, filleted corners,beveled projections,bracing,alignment,removal,reuse and wetting shall also apply to metal forms, except that these will not require lining, unless specifically noted on the plans. The thickness of form metal shall be as required to maintain the true shape without warping or bulging. All bolt and rivet heads on the facing sides shall be countersunk. Clamps,pins or other connecting devices shall be designed to hold the forms rigidly together and to allow removal without injury to the concrete. Metal forms which do not present a smooth surface or line up properly shall not be used. Metal shall be kept free from rust, grease or other foreign materials. 6. PLACING REINFORCEMENT Reinforcement in concrete structures shall be placed carefully and accurately and rigidly supported as provided in the City Standard Specification Section 032020 "Reinforcing Steel". Reinforcing steel supports shall not be welded to I-beams or girders. 7. PLACING CONCRETE-GENERAL The minimum temperature of all concrete at the time of placement shall be not less than 50 degrees F. 038000 Page 7 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When conditions are such that additional moisture is needed for finishing,the required water shall be applied to the surface by fog spray only,and shall be held to a minimum amount. Fog spray for this purpose may be applied with hand operated fogging equipment. The maximum time interval between the addition of cement to the batch and the placing of concrete in the forms shall not exceed the following: Air or Concrete Temperature Maximum Time Non-Agitated Concrete: Above 80 degrees F 15 minutes Up to 80 degrees F 30 minutes Agitated Concrete: Above 90 degrees F 45 minutes 75 degrees F to 90 degrees F 60 minutes 35 degrees F to 74 degrees F 90 minutes The use of an approved retarding agent in the concrete will permit the extension of each of the above temperature-time maximums by 30 minutes for direct traffic culverts, and one hour for all other concrete except that the maximum time shall not exceed 30 minutes for non-agitated concrete. Before starting work,the Contractor shall inform the Engineer fully of the construction methods he proposes to use, the adequacy of which shall be subject to the approval of the Engineer. The Contractor shall give the Engineer sufficient advance notice before placing concrete in any unit of the structure to permit the inspection of forms,reinforcing steel placement,and other preparations. Concrete shall not be placed in any unit prior to the completion of formwork and placement of reinforcement therein. Concrete mixing, placing and finishing shall be done during daylight hours, unless adequate provisions are made to light the entire site of all operations. Concrete placement will not be permitted when impending weather conditions will impair the quality of the finished work. If rainfall should occur after placing operations are started,the Contractor shall provide ample covering to protect the work. In case of drop in temperature,the provisions set forth in Article "Placing Concrete in Cold Weather" of this specification shall be applied. The placing of concrete shall be regulated so the pressures caused by the plastic concrete shall not exceed the loads used in form design. 038000 Page 8 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 The method of handling, placing and consolidation of concrete shall minimize segregation and displacement of the reinforcement, and produce a uniformly dense and compact mass. Concrete shall not have a free fall of more than 5 feet,except in the case of thin walls such as in culverts. Any hardened concrete spatter ahead of the plastic concrete shall be removed. The method and equipment used to transport concrete to the forms shall be capable of maintaining the rate of placement approved by the Engineer. Concrete may be transported by buckets, chutes, buggies, belt conveyors,pumps or other acceptable methods. When belt conveyors or pumps are used, sampling for testing will be done at the discharge end. Concrete transported by conveyors shall be protected from sun and wind,if necessary,to prevent loss of slump and workability. Pipes through which concrete is pumped shall be shaded and/or wrapped with wet burlap, if necessary, to prevent loss of slump and workability. Concrete shall not be transported through aluminum pipes, tubes or other aluminum equipment. Chutes,troughs, conveyors or pipes shall be arranged and used so that the concrete ingredients will not be separated. When steep slopes are necessary,the chutes shall be equipped with baffle boards or made in short lengths that reverse the direction of movement, or the chute ends shall terminate in vertical downspouts. Open troughs and chutes shall extend, if necessary, down inside the forms or through holes left in them. All transporting equipment shall be kept clean and free from hardened concrete coatings. Water used for cleaning shall be discharged clear of the concrete. Each part of the forms shall be filled by depositing concrete as near its final position as possible. The coarse aggregate shall be worked back from the face and the concrete forced under and around the reinforcement bars without displacing them. Depositing large quantities at one point and running or working it along the forms will not be allowed. Concrete shall be deposited in the forms in layers of suitable depth but not more than 36 inches in thickness, unless otherwise directed by the Engineer. The sequence of successive layers or adjacent portions of concrete shall be such that they can be vibrated into a homogenous mass with the previously placed concrete without a cold j oint. Not more than one hour shall elapse between adjacent or successive placements of concrete. Unauthorized construction joints shall be avoided by placing all concrete between the authorized joints in one continuous operation. An approved retarding agent shall be used to control stress cracks and/or unauthorized cold j oints in mass placements where differential settlement and/or setting time may induce stress cracking. Openings in forms shall be provided, if needed, for the removal of laitance of foreign matter of any kind. All forms shall be wetted thoroughly before the concrete is placed therein. All concrete shall be well consolidated and the mortar flushed to the form surfaces by continuous working with immersion type vibrators. Vibrators which operate by attachment to forms or reinforcement will not be permitted, except on steel forms. At least one stand-by vibrator shall be 038000 Page 9 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 provided for emergency use in addition to those required for placement. The concrete shall be vibrated immediately after deposit. Prior to the beginning of work, a systematic spacing of the points of vibration shall be established to insure complete consolidation and thorough working of the concrete around the reinforcement, embedded fixtures, and into the corners and angles of the forms. Immersion type vibrators shall be inserted vertically,at points 18 to 30 inches apart, and slowly withdrawn. The vibrator may be inserted in a sloping or horizontal position in shallow slabs. The entire depth of each lift shall be vibrated, allowing the vibrator to penetrate several inches into the preceding lift. Concrete along construction joints shall be thoroughly consolidated by operating the vibrator along and close to butnot againstthe joint surface. The vibration shall continue until thorough consolidation,and complete embedment of reinforcement and fixtures is produced,but not long enough to cause segregation. Vibration may be supplemented by hand spading or rodding, if necessary,to insure the flushing of mortar to the surface of all forms. Slab concrete shall be mixed in a plant located off the structure. Carting or wheeling concrete batches over completed slabs will not be permitted until they have aged at least four(4)full curing days. If carts are used,timber planking will be required for the remainder of the curing period. Carts shall be equipped with pneumatic tires. Curing operations shall not be interrupted for the purpose of wheeling concrete over finished slabs. After concrete has attained its initial set,at least one(1)curing day shall elapse before placing strain on projecting reinforcement to prevent damage to the concrete. The storing of reinforcing or structural steel on completed roadway slabs generally shall be avoided and, when permitted, shall be limited to quantities and distribution that will not induce excessive stresses. 8. PLACING CONCRETE IN COLD WEATHER (1) Cast-in-Place Concrete. Concrete maybe placed when the atmospheric temperature is not less than 35 degrees F. Concrete shall not be placed in contact with any material coated with frost or having a temperature less than 32 degrees F. Aggregates shall be free from ice, frost and frozen lumps. When required, in order to produce the minimum specified concrete temperature,the aggregate and/or the water shall be heated uniformly, in accordance with the following: The water temperature shall not exceed 180 degrees F,and/or the aggregate temperature shall not exceed 150 degrees F. The heating apparatus shall heat the mass of aggregate uniformly. The temperature of the mixture of aggregates and water shall be between 50 degrees F and 85 degrees F before introduction of the cement. All concrete shall be effectively protected as follows: (a) The temperature of slab concrete of all unformed surfaces shall be maintained at 50 degrees F or above for a period of 72 hours from time of placement and above 40 degrees F for an additional 72 hours. 038000 Page 10 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (b) The temperature at the surface of all concrete in piers, culverts walls,retaining walls,parapets,wingwalls,bottoms of slabs,and other similar formed concrete shall be maintained at 40 degrees F or above for a period of 72 hours from time of placement. (c) The temperature of all concrete, including the bottom slabs of culverts placed on or in the ground, shall be maintained above 32 degrees F for a period of 72 hours from time of placement. Protection shall consist of providing additional covering, insulated forms or other means, and if necessary, supplementing such covering with artificial heating. Curing as specified under Article "Curing Concrete" of this specification shall be provided during this period until all requirements for curing have been satisfied. When impending weather conditions indicate the possibility of the need for such temperature protection, all necessary heating and covering material shall be on hand ready for use before permission is granted to begin placement. Sufficient extra test specimens will be made and cured with the placement to ascertain the condition of the concrete as placed,prior to form removal and acceptance. (2) Precast Concrete. A fabricating plant for precast products which has adequate protection from cold weather in the form of permanent or portable framework and covering, which protects the concrete when placed in the forms,and is equipped with approved steam curing facilities,may place concrete under any low temperature conditions provided: (a) The framework and covering are placed and heat is provided for the concrete and the forms within one hour after the concrete is placed. This shall not be construed to be one hour after the last concrete is placed,but that no concrete shall remain unprotected longer than one hour. (b) Steam heat shall keep the air surrounding the concrete between 50 degrees F and 85 degrees F for a minimum of three hours prior to beginning the temperature rise which is required for steam curing. (c) For fabricating plants without the above facilities and for j ob site precast products,the requirements of the Article "Curing Concrete" of this specification shall apply. The Contractor is responsible for the protection of concrete placed under any and all weather conditions. Permission given by the Engineer for placing concrete during freezing weather will in no way relieve the Contractor of the responsibility for producing concrete equal in quality to that placed under normal conditions. Should concrete placed under such conditions prove unsatisfactory,it shall be removed and replaced at no additional cost. 038000 Page 11 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 9. PLACING CONCRETE IN WATER Concrete shall be deposited in water only when specified on the plans or with written permission by the Engineer. The forms or cofferdams shall be sufficiently tight to prevent any water current passing through the space in which the concrete is being deposited. Pumping will not be permitted during the concrete placing, nor until it has set for at least 36 hours. The concrete shall be placed with a tremie, closed bottom-dump bucket,or other approved method, and shall not be permitted to fall freely through the water nor shall it be disturbed after it has been placed. The concrete surface shall be kept approximately level during placement. The tremie shall consist of a water-tight tube 14 inches or less in diameter. It shall be constructed so that the bottom can be sealed and opened after it is in place and fully charged with concrete. It shall be supported so that it can be easily moved horizontally to cover all the work area and vertically to control the concrete flow. Bottom-dump buckets used for underwater placing shall have a capacity of not less than one-half cubic yard. It shall be lowered gradually and carefully until it rests upon the concrete already placed and raised very slowly during the upward travel;the intent being to maintain still water at the point of discharge and to avoid agitating the mixture. The placing operations shall be continuous until the work is complete. 10. PLACING CONCRETE IN BOX CULVERTS In general, construction joints will be permitted only where shown on the plans. Where the top slab and walls are placed monolithically in culverts more than 4 feet in clear height, an interval of not less than one (1)nor more than two (2) hours shall elapse before placing the top slab to allow for shrinkage in the wall concrete. The base slab shall be finished accurately at the proper time to provide a smooth uniform surface. Top slabs which carry direct traffic shall be finished as specified for roadway slabs in Article"Finish of Roadway Slabs". Top slabs of fill type culverts shall be given a reasonably smooth float finish. 11. PLACING CONCRETE IN FOUNDATIONS AND SUBSTRUCTURE Concrete shall not be placed in footings until the depth and character of the foundation has been inspected by the Engineer and permission has been given to proceed. Placing of concrete footings upon seal concrete courses will be permitted after the caissons or cofferdams are free from water and the seal concrete course cleaned. Any necessary pumping or bailing during the concreting operation shall be done from a suitable sump located outside the forms. All temporary wales or braces inside cofferdams or caissons shall be constructed or adjusted as the work proceeds to prevent unauthorized construction joints in footings or shafts. 038000 Page 12 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 When footings can be placed in a dry excavation without the use of cofferdams or caissons, forms may be omitted,if desired by the Contractor and approved by the Engineer,and the entire excavation filled with concrete to the elevation of the top of footing; in which case, measurement for payment will be based on the footing dimensions shown on the plans. 12. TREATMENT AND FINISHING OF HORIZONTAL SURFACES EXCEPT ROADWAY SLABS All unformed upper surfaces shall be struck off to grade and finished. The use of mortar topping for surfaces under this classification will not be permitted. After the concrete has been struck off,the surface shall be floated with a suitable float. Sidewalks shall be given a wood float or broom finish, or may be striped with a brush, as specified by the Engineer. Other surfaces shall be wood float finished and striped with a fine brush leaving a fine- grained texture. 13. FINISH OF ROADWAY SLABS As soon as the concrete has been placed and vibrated in a section of sufficient width to permit working,the surface shall be approximately leveled,struck off and screeded,carrying a slight excess of concrete ahead of the screed to insure filling of all low spots. The screed shall be designed rigid enough to hold true to shape and shall have sufficient adjustments to provide for the required camber. A vibrating screed may be used if heavy enough to prevent undue distortion. The screeds shall be provided with a metal edge. Longitudinal screeds shall be moved across the concrete with a saw-like motion while their ends rest on headers or templates set true to the roadway grade or on the adjacent finished slab. The surface of the concrete shall be screeded a sufficient number of times and at such intervals to produce a uniform surface, true to grade and free of voids. If necessary, the screeded surface shall be worked to smooth finish with a long handled wood or metal float of the proper size, or hand floated from bridges over the slab. When required by the Engineer,the Contractor shall perform sufficient checks with a long handled 10-foot straightedge on the plastic concrete to insure that the final surface will be within the tolerances specified below. The check shall be made with the straightedge parallel to the centerline. Each pass thereof shall lap half of the preceding pass. All high spots shall be removed and all depressions over one-sixteenth inch(1/16") in depth shall be filled with fresh concrete and floated. The checking and floating shall be continued until the surface is true to grade and free of depressions, high spots, voids or rough spots. Rail support holes shall be filled with concrete and finished to match the top of the slab. Surface Texturing. Perform surface texturing using a either carpet drag or metal tining as indicated on the drawings. Complete final texturing before the concrete has attained its initial set. Draw the carpet drag 038000 Page 13 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 longitudinally along the pavement surface with the carpet contact surface area adjusted to provide a satisfactory coarsely textured surface. A metal-tine texture finish is required using a tining machine unless otherwise shown on the plans. Provide the metal-tine finish immediately after the concrete surface has set enough for consistent tining. Operate the metal-tine device to obtain grooves spaced at 1 in., approximately 3/16 in. deep,with a minimum depth of 1/8 in., and approximately 1/12 in. wide. Do not overlap a previously tined area. Use manual methods for achieving similar results on ramps and other irregular sections of pavements. Repair damage to the edge of the slab and joints immediately after texturing. Do not tine pavement that will be overlaid. Upon completion of the floating and/or straight edging and before the disappearance of the moisture sheen,the surface shall be given a broom or burlap drag finish. The grooves of these finishes shall be parallel to the structure centerline. It is the intent that the average texture depth resulting from the number of tests directed by the Engineer be not less than 0.035 inch with a minimum texture depth of 0.030 inch for anyone test when tested in accordance with TxDOT Test Method Tex-436-A. Should the texture depth fall below that intended, the finishing procedures shall be revised to produce the desired texture. After the concrete has attained its final set, the roadway surface shall be tested with a standard 10- foot straightedge. The straightedge shall be placed parallel to the centerline of roadway to bridge any depressions and touch high spots. Ordinates of irregularities measured from the face of the straightedge to the surface of the slab shall not exceed one-eighth of an inch(1/8"), making proper allowances for camber,vertical curvature and surface texture. Occasional variations,not exceeding three-sixteenth of an inch (3/16") will be acceptable, if in the opinion of the Engineer it will not affect the riding qualities. When directed by the Engineer, irregularities exceeding the above requirements shall be corrected. In all roadway slab finishing operations,camber for specified vertical curvature and transverse slopes shall be provided. 14. CURING CONCRETE The Contractor shall inform the Engineer fully of the methods and procedures proposed for curing; shall provide the proper equipment and material in adequate amounts; and shall have the proposed methods, equipment and material approved prior to placing concrete. Inadequate curing and/or facilities,therefore,shall be cause for the Engineer to stop all construction on the job until remedial action is taken. All concrete shall be cured for a period of four(4) curing days except as noted herein. 038000 Page 14 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 EXCEPTIONS TO 4-DAY CURING Description Required Curing Upper Surfaces of Bridge Slabs and 8 curing days (Type I or III) cement Top Slabs of Direct Traffic Culverts 10 curing days (Type II cement) Concrete Piling (non-prestressed) 6 curing days When the air temperature is expected to drop below 35 degrees F,the water curing mats shall be covered with polyethylene sheeting, burlap-polyethylene blankets or other material to provide the protection required by Article "Placing Concrete in Cold Weather" of these specifications. A curing day is defined as a calendar day when the temperature, taken in the shade away from artificial heat, is above 50 degrees F for at least 19 hours (colder days if satisfactory provisions are made to maintain the temperature of all surfaces of the concrete above 40 degrees F for the entire 24 hours). The required curing period shall begin when all concrete therein has attained its initial set. The following methods are permitted for curing concrete subj ectto the restrictions of Table 1 and the following requirements for each method of curing. (1) Form Curing. When forms are left in contact with the concrete, other curing methods will not be required except for cold weather protection. (2) Water Curing. All exposed surfaces of the concrete shall be kept wet continuously for the required curing time. The water used for curing shall meet the requirements for concrete mixing water as specified in the specification Section 030020 "Portland Cement Concrete". Seawater will not be permitted. Water which stains or leaves an unsightly residue shall not be used. (a) Wet Mat. Cotton mats shall be used for this curing method. They shall be placed as soon as possible after the surface has sufficiently hardened to prevent damage to the concrete. (See Article, "Placing Concrete" of this specification.) Damp burlap blankets made from nine-ounce stock may be placed on the damp concrete surface for temporary protection prior to the application of the cotton mats which may be placed dry and wetted down after placement. The mats shall be weighted down adequately to provide continuous contact with all concrete surfaces where possible. The surfaces of the concrete shall be kept wet for the required curing time. Surfaces which cannot be cured by contact shall be enclosed with mats and anchored positively to the forms or to the ground so that outside air cannot enter the enclosure. Sufficient moisture shall be provided inside the enclosure to keep all surfaces of the concrete wet. (b) Water Spray. This curing method shall consist of overlapping sprays or sprinklers that keep all unformed surfaces continuously wet. (c) Pondin;. This curing method requires the covering of the surfaces with a minimum of two inches (2") of clean granular material, kept wet at all times, or a minimum of one-inch 038000 Page 15 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 (1") depth of water. Satisfactory provisions shall be made to provide a dam to retain the water or saturated granular material. (3) Membrane Curin;. This consists of curing concrete pavement,concrete pavement(base),curbs, gutters, retards, sidewalks, driveways, medians, islands, concrete riprap, cement-stabilized riprap, concrete structures and other concrete as indicated on the plans by impervious membrane method. Unless otherwise provided herein or shown on the plans, either Type 1-D or Type 2 membrane curing compound may be used where permitted except that Type 1-D (Resin Base Only) will be required for slab concrete in bridge decks and top slabs of direct traffic culverts. TABLE 1 REQUIRED PERMITTED MEMBRANE MEMBRANE STRUCTURE UNIT WATER FOR WATER FOR DESCRIPTION FOR INTERIM FOR INTERIM CURING CURING CURING CURING 1 Top slabs of direct traffic culverts X X 2 Top surface of any concrete unit upon which concrete is to be placed and bonded at a later interval (Stub walls, risers, etc.). X Other superstructure concrete (wing walls, parapet walls, etc.) 3 Concrete pavement (base), curbs, gutters, retards, sidewalks, driveways, medians, X* X* islands, concrete structures, concrete riprap, etc. 4 All substructure concrete, culverts, box sewers, inlets, X* X* manholes, retaining walls *Polyethylene sheeting, burlap-polyethylene mats or laminated mats to prevent outside air from entering will be considered equivalent to water or membrane curing for items 3 and 4. 038000 Page 16 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Membrane curing shall not be applied to dry surfaces,but shall be applied just after free moisture has disappeared. Formed surfaces and surfaces which have been given a first rub shall be dampened and shall be moist at the time of application of the membrane. When membrane is used for complete curing, the film shall remain unbroken for the minimum curing period specified. Membrane which is damaged shall be corrected immediately by reapplication of membrane. Unless otherwise noted herein or on the plans,the choice of membrane type shall be at the option of the Contractor. Only one type of curing compound will be permitted on any one structure. The membrane curing compound shall be applied after the surface finishing has been completed,and immediately after the free surface moisture has disappeared. The surface shall be sealed with a single uniform coating of curing compound applied at the rate of coverage recommended by the manufacturer and directed by the Engineer, but not less than 1 gallon per 180 square feet of area. The Contractor shall provide satisfactory means and facilities to properly control and check the rate of application of the compound. The compound shall be thoroughly agitated during its use and shall be applied by means of approved mechanical power pressure sprayers. The sprayers used to apply the membrane to concrete pavement or concrete pavement (base) shall travel at uniform speed along the forms and be mechanically driven. The equipment shall be of such design that it will insure uniform and even application of the membrane material. The sprayers shall be equipped with satisfactory atomizing nozzles. Only on small miscellaneous items will the Contractor be permitted to use hand-powered spray equipment. For all spraying equipment, the Contractor shall provide facilities to prevent the loss of the compound between the nozzle and the concrete surface during the spraying operations. The compounds shall not be applied to a dry surface. If the surface of the concrete has become dry, it shall be moistened prior to application of membrane by fogging or mist application. Sprinkling or coarse spraying will not be allowed. At locations where the coating shows discontinuities,pinholes or other defects,or if rain falls on the newly-coated surface before the film has dried sufficiently to resist damage,an additional coat of the compound shall be applied immediately at the same rate of coverage specified herein. To insure proper coverage, the Engineer shall inspect all treated areas after application of the compound for the period of time designated in the governing specification for curing, either for membrane curing or for other methods. Should the foregoing indicate that any area during the curing period is not protected, an additional coat or coats of the compound shall be applied immediately, and the rate of application of the membrane compound shall be increased until all areas are uniformly covered. When temperatures are such as to warrant protection against freezing,curing by this method shall be supplemented with an approved insulating material capable of protecting the concrete for the specified curing period. If at any time there is reason to believe that this method of curing is unsatisfactory or is detrimental 038000 Page 17 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 to the work,the Contractor,when notified, shall immediately cease the use of this method and shall change to curing by one of the other methods specified under this contract. 15. REMOVAL OF FORMS Except as herein provided, forms for vertical surfaces may be removed when the concrete has aged not less than one day(24 hours)when Type I and Type II cement is used, and not less than one-half day (12 hours) when Type III cement is used, provided it can be done without damage to the concrete. Forms for inside curb faces may be removed in approximately three hours provided it can be done without damage to the curb. 16. FINISHING EXPOSED SURFACES Concrete shall be finished as required in the specification Section for the respective item or as otherwise specified on the plans. An ordinary surface finish shall be applied to all concrete surfaces either as a final finish or preparatory to a higher finish. Ordinary Surface Finish shall be as follows: After form removal,all porous or honey-combed areas and spalled areas shall be corrected by chipping away all loose or broken material to sound concrete. Feather edges shall be eliminated by cutting a face perpendicular to the surface. Shallow cavities shall be repaired using adhesive grout or epoxy grout. If judged repairable by the Engineer, large defective areas shall be corrected using concrete or other material approved by the Engineer. Holes and spalls caused by removal of metal ties, etc., shall be cleaned and filled with adhesive grout or epoxy grout. Exposed parts of metal chairs on surfaces to be finished by rubbing, shall be chipped out to a depth of one-half inch (1/2") and the surface repaired. All fins,runs, drips or mortar shall be removed from surfaces which remain exposed. Form marks and chamfer edges shall be smoothed by grinding and/or dry rubbing. Grease, oil, dirt, curing compound, etc., shall be removed from surfaces requiring a higher grade of finish. Discolorations resulting from spillage or splashing of asphalt,paint or other similar material shall be removed. Repairs shall be dense,well bonded and properly cured, and when made on surfaces which remain exposed and do not require a higher finish, shall be finished to blend with the surrounding concrete. 038000 Page 18 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 17. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,no direct measurement or payment will be made for the work to be done or the equipment to be furnished under this specification,but it shall be considered subsidiary to the particular items required by the plans and the contract documents. 038000 Page 19 of 19 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 055420 FRAMES, GRATES, RINGS AND COVERS 1. DESCRIPTION This specification shall govern for the furnishing and installation of frames, grates, rings and covers for inlets, manholes and other structures in accordance with those details. Steel shall conform to the requirements of ASTM Designation: A36 "Standard Specification for Carbon Structural Steel". 2. MATERIALS Welded steel grates and frames shall conform to the member size, dimensions and details shown on the plans and shall be welded into an assembly in accordance with those details. Steel shall conform to the requirements of ASTM Designation: A36. Castings, whether Carbon-Steel, Gray Cast Iron or Ductile Iron, shall conform to the shape and dimensions shown on the plans and shall be clean substantial castings, free from burnt-on sand or blow holes, and shall be reasonable smooth. Runners, risers, fins, and other cast-on pieces shall be removed from the castings and such areas ground smooth. Bearing surfaces between manhole rings and covers or grates and frames shall be cast or machined with such precision that uniform bearing shall be provided throughout the perimeter contact area. Pairs of machined castings shall be matchmarked to facilitate subsequent identification at installation. Steel castings shall conform to the requirements of ASTM Designation: A27 "Standard Specification for Steel Castings, Carbon, for General Application". Grade 70-36 shall be furnished unless otherwise specified. Cast Iron castings shall conform to the requirements of ASTM Designation: A48 "Standard Specification for Gray Iron Castings", Class 30. Ductile iron castings shall conform to the requirements of ASTM Designation: A536 "Standard Specification for Ductile Iron Castings". Grade 60-40-18 shall be used otherwise specified. 3. CONSTRUCTION METHODS Frames, grates, rings and covers shall be constructed of the materials as specified and in accordance with the details shown on the plans, and shall be placed carefully to the lines and grades indicated on the plans or as directed by the Engineer. All welding shall conform to the requirements of the latest American Welding Society Specifications. Frames, grates, rings and covers shall be given one coat of a commercial grade red lead and oil paint and two coats of commercial grade aluminum paint. 055420 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Painting on gray iron castings will not be required, except when used in conjunction with structural steel shapes. Commercial grade galvanized bolts and nuts shall be used. The zinc coating shall be uniform in thickness, smooth and continuous. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, frames, grates, rings and covers will not be measured for payment,but shall be considered subsidiary to other bid items. 055420 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 02 24 80 Rolling 12/16 1 -DESCRIPTION DESCRIPTION Compact embankment, subgrade, base, surface treatments, broken concrete pavement, or asphalt pavement using rollers. Break up asphalt mats, pit run material, or base materials. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION(TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES TxDOT Item 210 (2014) Rolling 2 -MATERIALS N/A 3 —METHODS Refer to TXDOT Item 210.2 and 210.3 for construction equipment and requirements. 4 -MEASUREMENT & PAYMENT Refer to TXDOT Item 210.4 for measurement and payment. END OF SECTION 022480 - 1/1 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 02 24 85 Proof Rolling 12/16 1 -DESCRIPTION DESCRIPTION Proof-roll earthwork, base, or both to locate unstable areas. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION(TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES TxDOT Item 210 (2014) Rolling TxDOT Item 216 (2014) Proof Rolling 2 -MATERIALS N/A 3 —METHODS Refer to TXDOT Item 216.2 and 216.3 for construction equipment and requirements. 4 -MEASUREMENT &PAYMENT The work performed, materials furnished, equipment, labor, tools, and incidentals will not be measured or paid for directly but will be subsidiary to pertinent bid items. END OF SECTION 022485 - 1/1 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 02 58 50 RETROFLECTORIZED PAVEMENT MARKINGS 11/16 1 -DESCRIPTION DESCRIPTION Furnish and place retroreflectorized, non-retroreflectori zed (shadow) and profile pavement markings. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION(TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES TXDOT Item 666 (2014) Retroreflectorized Pavement Markings TXDOT Item 677 (2014) Eliminating Existing Pavement Markings and Markers TXDOT Item 678 (2014) Pavement Surface Preparation for Markings TXDOT Item 316 (2014) Seal Coat DMS 8220 (2014) Hot Applied Thermoplastic DMS 8290 (2013) Glass Traffic Beads 2 -MATERIALS Refer to TXDOT Item 666.2 for material requirements. The Contractor is responsible for meeting the 90 mil thickness for Type 1 pavement markings. The Contractor will assist the OAR in performing 5 tests a day to verify the required thickness of Type 1 pavement markings. The test locations will be selected by the OAR. 02 58 50 - 1/2 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 3 —METHODS Refer to TXDOT Item 666.3 for construction equipment and requirements. Refer to TXDOT Item 666.4 for construction methods and requirements. 4 -MEASUREMENT & PAYMENT Refer to TXDOT Item 666.5 for measurement. Under TXDOT Item 666.5, any reference to proposal,plans, or article 9.2 are to be ignored. Refer to TXDOT Item 666.6 for payment. END OF SECTION 025850 - 2/2 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 02 58 52 ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS 11/16 1 -DESCRIPTION DESCRIPTION Eliminate existing pavement markings and raised pavement markers (RPMs). REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION(TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES TXDOT Item 677 (2014) Eliminating Existing Pavement Markings and Markers TXDOT Item 300 (2014) Asphalts, Oils, and Emulsions TXDOT Item 302 (2014) Aggregates for Surface Treatments TXDOT Item 316 (2014) Seal Coat 2 -MATERIALS Refer to TXDOT Item 677.2 for material requirements. 3 —METHODS Refer to TXDOT Item 677.3 for construction equipment and requirements. Refer to TXDOT Item 677.4 for construction methods and requirements. 4 -MEASUREMENT & PAYMENT Refer to TxDOT item 677.5 for measurement. Under TxDOT Item 677.5, any reference to proposal,plans, or article 9.2 are to be ignored. 02 58 52 - 1/2 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Refer to TxDot Item 667.6 for payment. END OF SECTION 025852 - 2/2 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 02 58 53 PAVEMENT SURFACE PREPARATION FOR MARKINGS 4/16 1 -DESCRIPTION DESCRIPTION Prepare pavement surface areas before placement of pavement markings and raised pavement markers (RPMs). Item 677, "Eliminating Existing Pavement Markings and Markers," governs removal of existing markings. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES TxDOT Item 678 (2014) Pavement Surface Preparation for Markings TxDOT Item 677 (2014) Eliminating Existing Pavement Markings and Markers 2 -MATERIALS Refer to TXDOT Item 678.2 for material requirements. 3 —METHODS Refer to TXDOT Item 678.3 for construction equipment and requirements. Refer to TXDOT Item 678.4 for construction methods and requirements. 4 -MEASUREMENT &PAYMENT All costs associated with Pavement Surface Preparation for Markings is subsidiary to the pertinent bid items. END OF SECTION 025853 - 1/1 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SECTION 02 58 58 Aluminum Signs 12/16 1 -DESCRIPTION DESCRIPTION Furnish, fabricate, erect aluminum signs on new sign support and assemblies, and as noted replace existing signs on existing sign supports. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION(TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES DMS 7110 (2005) Aluminum Sign Blanks DMS 7120 (2004) Sign Hardware DMS 8111 (2014) Anti-Graffiti Coatings DMS 8300 (2013) Sign Face Materials TxDOT Item 636 (2014) Signs TxDOT Item 644 (2014) Small Roadside Sign Assemblies TxDOT Item 656 (2014) Foundations for Traffic Control Devices 2 -MATERIALS Refer to TxDOT Item 636.2, TxDOT Item 644.2, TxDOT Item 656.2, TxDOT Item 636.3, TxDOT Item 644.3, TxDot Item 656.3 for construction, equipment, and material requirements. Anti-graffiti coating shall be applied to both sides of all signs. 3 —METHODS 025858 - 1/2 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Refer to TXDOT Item 636.3 for construction methods, equipment and requirements. 4 -MEASUREMENT &PAYMENT Signs will be measured by each sign furnished. The work performed and materials furnished in accordance with this item and as described in TxDOT Item 636.5.1, TxDot Item 636.5.2, TxDot Item 644.5.1, TxDot Item 644.5.2, and TxDot Item 646 will be paid for at the unit bid price for"Aluminum Signs". END OF SECTION 025858 - 2/2 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction SECTION 34 41 13.00 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS PART1 GENERAL 1.1 Description A. This specification describes the necessary definitions, regulations, procedures, work zone control, and maintenance for traffic signal construction, and to provide a consistent set of guidelines, practices and standards for use by designers, contractors and City of Corpus Christi Traffic Engineering Division. B. This specification pertains to all phases of construction and modifications of new and/or existing traffic signals as shown on the project Drawings and required to complete the project. C. The requirements of this specification shall be enforced on all contracts which include signalized intersections, even if no traffic signal work is part of the project. 1.2 Related Sections A. 00 30 01 BID FORM B. 01 33 00 DOCUMENT MANAGEMENT C. 02 58 02 TEMPORARY TRAFFIC CONTROLS DURING CONSTRUCTION 1.3 References The latest edition of the referenced item below shall be used. A. National Electrical Manufacturer's Association (NEMA) B. National Electric Safety Council (NESC) C. Underwriter's Laboratories (UL) D. Electric Industries Association (EIA) E. National Electric Code (NEC) F. Illumination Engineer's Society(IES) G. American Society for Testing and Materials (ASTM) H. American Association of State Highway and Transportation Officials (AASHTO) I. Institute of Transportation Engineers (ITE) J. Manual on Uniform Traffic Control Devices (MUTCD) K. Texas Manual on Uniform Traffic Control Devices (TMUTCD) L. Local Codes and Ordinances M. State Codes and Regulations N. Federal Codes and Regulations O. City of Corpus Christi—Signalization Standard Product List 1.4 Submittals A. Conform to requirements of Section 01 33 00 DOCUMENT MANAGEMENT B. Material List 1. The Contractor shall submit two (2) legible copies of a complete material list for approval which shall conform to these specifications. 2. The list shall state all relevant information regarding materials and equipment to allow the Owner to procure exact replacements of any items supplied on the project. 3. The submittals must be complete enough to be able to judge if items comply with the features specified and shall be evaluated by the Contractor prior to submittal to eliminate rejection of obviously wrong items. 4. The materials on the list shall be identified by the contract project name or number, bid item number, catalog part numbers, catalog cuts, shop drawings, trade names, and schedules of other pertinent information. 5. The materials from catalog cuts shall be clearly indicated by the Contractor. 6. Any material designation used in the contract documents shall be so noted on the material list. 7. If requested, the Contractor shall submit shop drawings for review and approval. C. Equipment: Submittals shall be legible and provided for the following equipment: 1. Pull Boxes & Lids 2. Pedestrian Signals Page 1 of 9 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS—34 41 13.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction 3. Traffic Signal Heads 4. LED Lamps (Light Emitting Diodes) 5. Backplates 6. Battery Back-Up System (BBS) 7. Signal Mountings Hardware 8. Video Image Vehicle Detection Systems (VIVDS)—(maintenance of existing only) 9. Microwave Detection —(maintenance of existing only) 10. Radar Detection 11. Malfunction Management Units (MMU) 12. Buss Interface Unit (BIU) 13. NEMA Load Switches 14. NEMA Flasher 15. NEMA Controller and Cabinet 16. Flash Transfer Relay 17. Wood Poles 18. Span Wire 19. Pedestrian Pushbuttons 20. Wire and Cable 21. Conduit and Fittings 22. Service Pedestal 23. AC Service Panel 24. Surge Arrestors 25. Breakers 26. Steel Pole &Arm 27. Sign Mounting Brackets 28. Internally Lighted Street Name Sign (ILSN) D. Approval 1. The Contractor shall note that the approval by the City Traffic Engineer and/or Traffic Signals Operations is required prior to installation of any equipment that is to be used. E. Rejection of Submittal 1. The Owner reserves the right to reject an incomplete or unclear material list or submittal. 1.5 Definitions The words defined in this section shall for the purpose of the specifications pertaining to traffic signals and controls have the meanings ascribed to them pertaining to traffic signals and controls. A. ASA—American Standards Association B. ASTM—American Society of Testing Materials C. AWS—American Welding Society D. AWG —American Wire Gauge E. Backplate — A thin strip extending outward parallel to the signal face on all sides of signal housing, to provide suitable background for the signal indications F. Traffic Engineer — City Traffic Engineer responsible for all operations on streets & local highways within the municipality G. Construction Traffic Coordinator — The person in charge of construction barricading and barricade inspections H. Controller Assembly — The complete assembly for controlling the operation of traffic signals consisting of a traffic signal controller unit and all auxiliary and external equipment housed in a weatherproof cabinet I. Controller — That part of the controller assembly which performs the basic timing and logic functions for the operation of the traffic signal J. AEP—American Electric Power K. Detector—A device for indicating, the passage or presence of vehicles or pedestrians L. FHWA— Federal Highway Administration M. Flasher—A device used to open and close signal circuits at a repetitive rate N. Flash Operation — This feature discontinues normal signal operation and causes a predetermined combination of flashing signal circuits O. IMSA— International Municipal Signal Association P. ITE— Institute of Transportation Engineers Page 2 of 9 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS—34 41 13.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction Q. Luminaries —The assembly which houses the light source and controls the light emitted from the light source for roadway illumination. Luminaries' consist of a housing, lamp socket, reflector, and glass globe or refractor R. Manual Operation — The operation of a signal controller unit by means of a hand operated switch S. Mounting Assembly—The framework and hardware required to mount the signal face(s) and pedestrian signal(s)to the pole T. MUTCD— Manual on Uniform Traffic Control Devices U. NEC— National Electrical Code V. NESC— National Electrical Safety Code W. NEMA— National Electrical Manufacturer's Association X. Pedestrian Signal — A traffic control signal for the exclusive purpose of directing pedestrian traffic at signalized locations Y. Punch List — The list compiled by the Owner for the Contractor noting deficiencies needing attention prior to final acceptance of the traffic signal system Z. Phase—A part of the time cycle allotted to any traffic movement or combination of movements receiving the right-of-way during one or more intervals AA. TxDOT—Texas Department of Transportation BB. Signal Face — An assembly controlling traffic in a single direction and consisting of one or more signal sections. Circular and arrow indications may be included in a signal assembly. The signal face assembly, also called a signal head, shall include the visors and Backplates where specified or shown on the Drawings CC. Signal Indication —The illumination of a signal section or other device, or of a combination of sections of other devices at the same time DD. Signal Section —A complete unit for providing a signal indication consisting of housing, lens, reflector, lamp receptacle, and lamp EE. TMUTCD—Texas Manual on Uniform Traffic Control Devices FF. Traffic Design Engineer— Person in charge of Traffic Design for the City of Corpus Christi GG. Traffic Signal Superintendent — Person in charge of the City Traffic Signals Maintenance & Operations Shop HH. Traffic Signal Timing Specialist— Person in charge of the traffic signal coordinated systems & traffic signal timings II. UL—Underwriters Laboratories JJ. Vehicle—Any motor vehicle normally licensed for roadway use PART2 PRODUCTS 2.1 General A. Materials 1. All materials shall conform to the requirements of the latest version of the National Electric Code (NEC), Illumination Engineer's Society (IES), standards of the American Society for Testing and Materials (ASTM),American Association of State Highway and Transportation Officials (AASHTO), Institute of Transportation Engineers (ITE) requirements of the Drawings,Traffic Signal Special Specifications,Special Provisions, and to any other codes, standards, or local ordinances which may apply. a. Whenever reference is made to any of these standards, the reference shall be considered to mean the code, ordinance, or standard that is in effect at the time of construction. B. Electrical Equipment 1. All electrical equipment shall conform to the standards of the National Electrical Manufacturer's Association (NEMA), the National Electric Safety Council (NESC), Underwriters Laboratories (UL), or the Electronic Industries Association (EIA) where applicable. 2. Whenever reference is made to any of these standards, the reference shall be considered to mean the code, ordinance, or standard that is in effect at the time of construction. C. Products and Materials 1. All shall be industrial grade unless otherwise noted on the Drawings or indicated by the Owner. Page 3 of 9 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS—34 41 13.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction 2.2 Pre-Approved Materials and Equipment A. Pre-Approved Materials and Equipment can be found within the City of Corpus Christi Signalization Standard Product List. B. The intent is to streamline the approval process by making information available to the Contractor of items that have been previously approved under these specifications. 1. This list is in no way to be construed as an endorsement of any brand or product. C. The list does not relieve the Contractor from responsibility to comply with the specifications of a particular project. D. The maintenance of this list is at the discretion of the Traffic Engineer, and the Contractor should be prepared to provide submittals of all equipment as required herein. E. The Contractor shall be allowed to substitute a reference to an item in the "pre-approved" list in lieu of a catalog data sheet, if he desires, and if the City Traffic Engineer has provided such a list. F. References shall be sufficiently complete for the Owner to judge which item is being proposed. G. The Contractor may also be asked to submit additional documentation from an independent testing lab attesting that the material submitted meets or exceeds the required specifications. 2.3 Changes to Approved Materials and Equipment A. Substitutions 1. There shall be no substitutions for any of the materials on the submittal without the prior written approval of the City Traffic Engineer and/or Traffic Signal Superintendent. 2. Proposed changes to the approved materials submittal shall be submitted in writing. 3. If requested, the Contractor shall submit samples of proposed materials for evaluation by the Owner. 2.4 Rejection of Materials and Equipment A. Installation of materials and equipment not corresponding to the submittal shall be grounds for rejection of the equipment and replacement with approved materials at no cost to the Owner, even if the non-approved material might otherwise have been approved had it been properly submitted. 2.5 Existing Equipment A. Equipment not reused in the new signal system shall be removed by the Contractor from the jobsite and dispose of any non-salvaged items and old wire in accordance with local, state, and federal regulations. B. Holes resulting from the removal of pull boxes, foundations, and other materials shall be backfilled and compacted with material equivalent to the surrounding material and the surface made to match the surrounding surface in accordance with the appropriate specification. C. Poles, signals, cabinets and contents, signal wire, pedestrian signals, signs, and pedestrian buttons that are deemed salvageable shall be transported and unloaded at the City Traffic Signal Maintenance Operations Shop. 1. The Contractor shall notify the City Traffic Signals Maintenance Operations Shop 48 hours prior to the proposed delivery date/time to arrange for the receipt of the salvaged equipment by the City. 2. The Contractor shall make a complete inventory listing of the items salvaged and present it upon delivery of the items. 2.6 Damaged Equipment A. All existing and new equipment damaged or destroyed by improper care, handling, transport, or installation shall be replaced with new equipment at no cost to the Owner. B. The Contractor shall remove from the jobsite and dispose of any non-salvaged items and old wire. C. Holes resulting from the removal of pull boxes, foundations, and other materials shall be backfilled and compacted with material equivalent to the surrounding material and the surface made to match the surrounding surface in accordance with the appropriate specification. 2.7 City Supplied Materials A. The City shall not supply nor lend out equipment on a contract-deduction as is or any other basis unless such arrangement is so stated in the Drawings or approved by the Traffic Design Page 4 of 9 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS—34 41 13.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction Engineer. PART 3 EXECUTION 3.1 General Information A. Contractor hired for the modification or installation of traffic signals, within the jurisdiction of the City of Corpus Christi, shall meet the following requirements: 1. Contractor shall provide documentation indicating actual installation and modification of traffic signals completed in the past year. a. The statement shall include the name of the agency work was performed for and the date the work was completed and provide to the Traffic Engineer or Designee, prior to the start of work. 2. Contractor personnel must be competent in the construction and wiring techniques required for traffic signal installation, have an excellent knowledge of traffic signal controller cabinet assemblies and have experience in the operation of traffic signal NEMA controllers. 3. Contractor is required to have one certified IMSA Level II Traffic Signals Technician with field experience for any work external or internal to the traffic signal controller cabinet and is required to be on the job-site at all times to supervise construction. a. Contractor shall provide to the Owner a copy of the individual's current certification prior to the start of work. 4. A pre-construction meeting will be required with the traffic signal contractor and the City Traffic Signals Superintendent prior to the start of work to assure that all materials, equipment and work specifications are understood. 5. Finished product should conform to current Traffic Signal standards for Cosmetics as well as Quality in workmanship. B. Prior to beginning any work on any City traffic signal facility, the Contractor is required to notify the Traffic Engineering Division and Traffic Signals Operations Department one (1) week in advance. 1. Under no circumstances will the City accept work done without this prior contact being made. C. The Contractor shall obtain all permits and inspections as required. 3.2 Installation A. Workmanship shall conform to the requirements of the latest revision of the National Electric Code (NEC), Illumination Engineer's Society (IES), standards of the American Society for Testing and Materials (ASTM), American Association of State Highway and Transportation Officials (AASHTO), requirements of the Drawings, Traffic Signal Special Specifications, Special Provisions, and to any other codes, standards, or local ordinances which may apply 1. Whenever reference is made to any of these standards, the reference shall be considered to mean the code, ordinance, or standard that is in effect at the time of construction. B. Cable Splicing Policy 1. No splice shall be made to a signal cable and shall terminate in the steel pole terminal strip or in the base of a terminal strip. a. The signal cable run shall be a complete straight run from the traffic controller cabinet to the traffic signal pole. 2. All cables for detection devices shall be continuous without splice from the detection device to the signal cabinet. 3. All power feeds shall be continuous without splicing from the source to the service panel or meter and from meter to the controller cabinet. 4. At no time shall any cable be permitted to be spliced in a pull box. 3.3 Utility Locations A. Existing Traffic Utilities 1. Prior to working in and around a signalized intersection, the Contractor is required to call the City Customer Call Center at least forty-eight(48)hours in advance before any digging, excavating and directional boring begins. 2. Note: Traffic Signals Operations is not on the One Call System, call directly to the City Call Center to request a line locate or the Traffic Signal Shop at 361-826-1610, after hours 361- 815-1379. Page 5 of 9 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS—34 41 13.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction B. Existing Miscellaneous Utilities 1. The locations of utilities shown on the Drawings are approximate and not all utilities may be shown. 2. All involved utilities, tunnels, and storm drains may not be complete on the Drawings, and the Contractor shall be responsible for obtaining any additional information from the applicable sources prior to construction, and determining the accuracy and adequacy of such information necessary for his performance of the work. C. Locating of Proposed Traffic Facilities 1. The Contractor shall locate poles, controllers, etc., as shown in Drawings. a. Slight(less than three feet(3'))deviation to avoid existing utilities is permissible, unless the new location would move the pole too close to the roadway, obstruct the view of another traffic control device, create issues for ADA compliance and/or obstruct accessible pathways, or otherwise not conform to the intent of the Drawings. The contractor must contact the engineer for approval prior to relocating all proposed traffic facilities b. Large deviations must be approved by the City Traffic Engineer and Traffic Design Engineer. C. The Contractor shall bear in mind that electrical Drawings are somewhat diagrammatic in nature when it comes to conduit routing and adjustments may be necessary in the field. 2. Ground Boxes a. Existing signal ground boxes located in or near the proposed ADA ramp needing to be moved or relocated, shall first remove the signal cable from the conduit to make the lateral adjustment for the new proposed ground box. (1) No splices will be allowed in the ground boxes. (2) If there is not enough slack in the existing cable, then all cable in the conduit will be replaced. (3) Traffic signal cable shall be a continuous run from the controller cabinet to the traffic signal pole terminal strip. b. If ground boxes &covers are removed, before start of demolishing and construction for the new ramp and sidewalk, all conduits shall be covered to keep any debris from falling into it. (1) If debris falls into the conduits it will be the Contractors responsibility to remove it by using high air pressure and water. (2) Traffic Signal Operations will inspect the work before pouring the concrete. D. New and Proposed Utilities 1. The locations of existing and proposed utilities shown on the Drawings are approximate. 2. The Contractor shall be responsible for determining the location of new and proposed utilities prior to installing materials and equipment for traffic signals. E. Damage 1. Damage to any existing or new traffic utility or existing traffic facilities shall be repaired or replaced at the Contractor's expense. 2. Existing loop detectors damaged or broken by the Contractor shall be replaced with Radar detection by him at no expense to the City, unless other arrangements have been made in writing with the City. 3. Damage to Signals by Contractor a. In the event that the Contractor or his sub-contractor damages any traffic signal facilities to the point that the signal installation is inoperative it shall be the Contractor's responsibility to set temporary Stop signs as soon as possible. b. It will also be the Contractor's responsibility to have an off-duty police officer on the site within two hours of the non-functioning signal, if the signal is not repaired to the Traffic Engineer and/or Traffic Signal Superintendent satisfaction within the first hour. C. In the event that the Contractor is unable to accomplish the above, the City of Corpus Christi shall at its option send an on-duty police officer to the site and have either the City's Traffic Signal Maintenance Operations or another independent private traffic signal Contractor to facilitate the repairs. d. Any and all costs incurred by the City of Corpus Christi to repair the damaged signal facilities shall be the responsibility of the General Contractor for the project. 4. Damage to any existing or new utility or existing facilities shall be repaired or replaced at Page 6 of 9 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS—34 41 13.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction the Contractor's expense. 3.4 Traffic Control Plan A. General 1. A Traffic Control Plan (TCP) is required 48 hours (excluding weekends) in advance for approval by the City Traffic Engineer. 2. All locations and distances shall be in conformance with the Texas Manual on Uniform Traffic Control Devices, Latest Edition. 3.5 Traffic Control Devices A. Supply and Maintenance 1. All traffic control devices shall be provided by the Contractor as required by the Traffic Control Plan (TCP) and requested by the City Traffic Engineer, Traffic Design Engineer, and Owner. 2. The Contractor may employ a legitimate traffic control device company to supply the required devices. 3. The Contractor is required to supply the Inspector with a 24-hour telephone number of the individual whom is responsible for maintaining the traffic control devices for emergencies. B. Installation 1. It is the Contractor's responsibility to see that all traffic control devices are properly installed and maintained in accordance with the Traffic Control Plan (TCP), the Texas Manual on Uniform Traffic Control Devices, and as requested by the City Traffic Engineer, Traffic Design Engineer, Project Engineer, and Inspector. 2. Anytime a Contractor's vehicle occupies a street open to vehicular traffic,or doing the work in the street for the purpose of hanging heads, erection of poles, cutting and installation of loops, or any other such work, adequate advance warning signs and barricades or cones shall be used as required by the MUTCD and TMUTCD. a. Additionally, all locations not in a road project shall have the "SIGNAL CONSTRUCTION AHEAD" signs and "END CONSTRUCTION" signs on all approaches of the intersection having the new signals or modification installed. 3. Any trenches left overnight as well as any foundations that do not have poles sitting on them or any other such hazard to the public shall be adequately covered and barricaded with reflective standard barricades equipped with warning flashers or as directed by the Engineer. 3.6 Lane Closures and Sidewalk Closures A. Lane Closures 1. Any lane closures or total closures of streets must be approved in advance. 2. A seventy-two (72) hour notice is required on all lane closures and/or total closures. 3. No closures or partial closures shall occur during the peak hours of 7:00 am to 9:00 am and 4:00 pm to 6:00 pm, weekdays. B. Sidewalks 1. Any closures or total closures of existing sidewalks must be approved in advance. 2. A seventy-two (72) hour notice is required on all closures and/or total closures. 3. No sidewalks in the downtown area shall be closed unless authorized by the City Traffic Engineer. 3.7 Maintenance During Construction A. General 1. Any and all maintenance, reattachments to Utility poles or City poles, temporary signals, relocation of signals over lanes, or pole relocations or removals shall be by the Contractor. 2. The City shall have no maintenance or construction responsibilities during construction except for: a. The timing in the controller cabinet itself, b. Detection equipment, C. Programming. B. Detours 1. During detours, traffic signal heads and video detection cameras must be repositioned by the Contractor to the minimum requirements of the Texas Manual on Uniform Traffic Page 7 of 9 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS—34 41 13.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction Control Devices and to the directions of the City Traffic Engineer, Traffic Signal Superintendent and/or Inspector. 2. A minimum of two (2) signal heads shall be maintained over the traveled lanes when construction on live intersection requires traffic to move from normally traveled lanes. a. Signal head not over traveled lanes shall be bagged. 3. Left Turns a. Where left turn arrows presently exist and a one-lane detour road will be built as a temporary construction detour, the Inspector, Traffic Engineer, or Traffic Signal Superintendent may require the arrow(s)be eliminated temporarily by the Contractor to facilitate traffic movement. 3.8 Signal Shutdown A. At any location where an existing signal is to be temporarily shut down for the sake of changing from the old controller or service to the new controller or service, the Contractor shall be responsible for arranging and bearing the cost of duly-constituted peace officers in their jurisdiction for directing traffic. 1. Note: Security guards are not considered as Police Officers and shall not be used for this purpose. B. Signal shutdown shall not begin prior to 9:00 AM on weekdays (holidays excluded) and shall be avoided from 4:00 PM to 6:00 PM weekdays. C. Additionally, the City shall not allow an existing traffic signal or flasher system to be turned off and STOP signs used to control traffic. 1. The Contractor shall plan ahead and consider this when planning his project strategy. 2. It is suggested that the new poles be installed as soon as possible and possibly temporarily wired overhead to avoid this problem. 3. Except in highly unusual circumstances, the City will require the Contractor to place the new signals in operation before the old signals are removed. 4. If temporary signals cannot be avoided, the Contractor will be responsible for all temporary signals. 3.9 Signal Turn-On A. City Approval 1. Signals shall be turned on when the City has determined that the location is in adequate condition (wiring, signals, service, etc.)to be turned on safely. a. The City Traffic Engineer or Designee shall make this determination. 2. The Contractor shall not place any signal in operation, either cycling or flashing, under any circumstances unless authorized by the City Traffic Engineer or his Designee. B. Manual Flash Mode 1. Unless otherwise shown on the Drawings, it is the City's policy for new traffic signals to turn on the new system and let it remain in the Manual Flash mode for seven (7) days before the system is switched on to cycling mode. C. Placing Signals in Service 1. The Contractor shall ensure that service has been provided and that all wires are terminated in the cabinet. a. At that point the Contractor shall arrange with the City Inspector for the Traffic Engineer Dept.to conduct an inspection to verify that there are no other circumstances that would delay the turn-on. 2. The City Traffic Engineer shall coordinate with the Traffic Signal Maintenance Operations on turning the signals on to the flash mode through the Inspector. 3. The Contractor shall have Vendor/Manufacturers representative, personnel and a bucket truck at the site on the day the Traffic Engineer or Traffic Signal Operations turn the signal on to flashing operation for the purpose of uncovering the signals and any necessary overhead work or inspections. 4. The Contractor is required to have an Econolite controller representative present at the time the signal equipment is turned on. Representatives from other controller unit vendors or manufacturers are not an acceptable substitution to this requirement. The Contractor is solely responsible for coordinating and scheduling the Econolite controller representative to be present during signal turn-on. Having a knowledgeable representative at the project Page 8 of 9 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS—34 41 13.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction site(s) when the controller(s) is ready to be turned on is paramount to the safety and efficiency of this operation. 3.10 Preservation of Sod, Shrubbery, and Trees A. The Contractor shall assume full responsibility for the preservation of all sod, shrubbery, and trees at the site during the installation. B. When it becomes necessary to remove any sod, shrubbery, or tree branches, the Contractor shall obtain permission from the Owner of the sod, shrubbery, or tree branches. C. All sod and shrubbery that are removed shall be carefully preserved and replaced in their original position. D. Damaged sod or shrubbery shall be replaced by the Contractor at his expense. 3.11 Inspection Procedures A. Inspection 1. The Contractor shall be responsible for inspection coordination of all elements of the traffic signal system. 2. The only persons authorized to modify the Owner's directions is the City Traffic Engineer and/or his Designee. B. Acceptance 1. Final inspection shall be conducted by the City Traffic Engineer, City Traffic Signal Operations Department, the Contractor and City Construction the Owner. 2. The Contractor shall notify the Traffic Design Engineer forty-eight(48) hours in advance of a desire for final inspection. 3. It will be the Contractor's responsibility to have a bucket truck available at the Final Inspection for inspection of any overhead signal resources. 4. After the Punch List items are completed the signal may be put into Flash Operations for a period of at least seven (7)days if new. 5. If the intersection is an existing it could begin its thirty (30) day test period in normal operation described by the City Traffic Engineer. 6. A Final Letter of Acceptance of the traffic signals will be initiated by the Traffic Design Engineer to Traffic Engineering, after the signal has functioned properly for a period of at least thirty (30)days. 7. If a major malfunction occurs within the thirty(30)day test, the test must be restarted. 3.12 Cleanup A. The Contractor shall leave the intersection area, right-of-way, and any work or storage areas in broom clean condition. B. Dirt areas shall be raked clean and stabilized by Owner approved methods. C. No scraps or debris of any kind shall be left at the site. 3.13 Warranty A. Unless otherwise noted on the Drawings or superseded by the requirements of other Items, the Contractor shall guarantee all items of workmanship and materials to be free from defects for a period of one (1)year from the date of acceptance. PART 4 MEASUREMENT AND PAYMENT 4.1 General A. Measurement and Payment for this item will be as indicated within Section 00 30 01 BID FORM. 1. If this item is not indicated within Section 00 30 01 BID FORM then it is to be considered subsidiary to the applicable section(s). B. Payment shall fully compensate the Contractor for all required labor, materials, equipment, maintenance,and all incidental expenses which are required to complete the work in accordance with the Drawings and Specifications. END OF SECTION Page 9 of 9 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS—34 41 13.00 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction SECTION 34 41 16.43 GROUND BOXES PART1 GENERAL 1.1 Description A. This specification shall govern all work required for the furnishing and installation of Ground Boxes as required to complete the project. 1.2 Related Sections A. 00 30 01 BID FORM B. 01 33 00 DOCUMENT MANAGEMENT C. 34 41 13.00 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS D. 032020 REINFORCING STEEL E. 038000 CONCRETE STRUCTURES 1.3 References The latest edition of the referenced item below shall be used. A. Texas Department of Transportation (TxDOT)Traffic Operations Division B. Texas Department of Transportation (TxDOT) Departmental Material Specification DMS- 11070—Ground Boxes C. Western Underground Standards D. City of Corpus Christi—Signalization Standard Product List 1.4 Submittals A. Conform to requirements of Section 01 33 00 DOCUMENT MANAGEMENT and Section 34 41 13.00 TRAFFIC SIGNAL STANDARDS AND GENERAL REQUIREMENTS PART2 PRODUCTS 2.1 General A. Pre-Approved materials and equipment can be found within the City of Corpus Christi — Signalization Standard Product List. 1. Use of material and equipment from the list does not relieve the Contractor from meeting the requirements of this specification. 2. To substitute a material or equipment it will be the responsibility of the Contractor to provide all required information to determine that the material or equipment is equal or better to the Owner for approval prior to incorporation into the Project. 3. There shall be no substitutions for any of the materials on the submittal without the prior written approval of the City Traffic Engineer and/or Traffic Signal Superintendent. 2.2 Materials A. To maintain compatibility with City of Corpus Christi Traffic Signal Operations System, the only acceptable Ground Boxes are as listed within the City of Corpus Christi — Signalization Standard Product List. 1. Cover Labels Legibly imprint the cover with the appropriate message from the following table in letters at least one-inch (1") high: For Ground Boxes Containing Wiring for: Label with Message Traffic signal systems and systems that contain illumination powered "Traffic Signals" by the signal electrical service Illumination systems "Danger High Voltage Illumination" Traffic management systems "Danger High Voltage Traffic Management' Page 1 of 2 GROUND BOXES—34 41 16.43 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 19, 2019 City of Corpus Christi Standard Specifications for Construction Sign illumination systems "Danger High Voltage Sign Illumination" Other electrical systems not shown "Danger High Voltage" above PART 3 EXECUTION 3.1 General Information A. Equipment 1. Provide the machinery, tools, and equipment necessary for proper installation of the work. 2. All machinery, tools and equipment used shall be maintained in a satisfactory and workmanlike manner. B. Construction 1. Construct and/or place ground boxes in accordance with the appropriate requirements of this specification and the Drawings. 2. Must be installed flush with finished grade. 3. Should a ground box be installed in other than concrete a concrete apron shall be built surrounding the outer edges of the ground box. PART 4 MEASUREMENT AND PAYMENT 4.1 General A. Measurement and Payment for this item will be as indicated within Section 00 30 01 BID FORM. 1. If this item is not indicated within Section 00 30 01 BID FORM then it is to be considered subsidiary to the applicable section(s). B. Payment shall fully compensate the Contractor for all required labor, materials, equipment, maintenance, and all incidental expenses which are required to complete the work in accordance with the Drawings and Specifications. END OF SECTION Page 2 of 2 GROUND BOXES—34 41 16.43 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 -GIECYTIEDVI ENGWEERIING - CONSTRUCTION MNTERIIALS ENGNEIERIJING&TESTING *SOR S-AsIIIHALT-CONCRE-r m:Z' March 27, 2013 C;ity of l:."orpus 1.-1iristi Departrnent of'Engineering Services Post (..)ffice Box 9277 Corpus Christi, Texas 784-69-9277 Attention: Mr. Daniel Biles, RE. Director ofEngineering Services SUBJEC,`T: SUBSUIRIFACE EXPLORA110IN AND PAVEMENT' RECONINIENDIA11JONS F011R. 11"HE PROPOSE11) LEOPARD, S17111F.T17 (City of CC Project No. E1.21.013)(BBIND 2012) Lhirdts: Palm Drive to Crosstown Expressway Corpus Chrisfi, 'Fexas RETL Job N ol. —("Y'112250 ...............I.I.I.I.I.I.,................. Dear Mr. Biles, In accordance with our agreement, we have conducted as sulll)surface exploration for the al.)ove refe,renced. prqject. The restilts of this investigation, together with our recornirnendations, are to be flound in the accompanying report, orie electronic copy of'which is 1.)eirig transmitted to 11'.)oth the (.."ity of'('."orpus l:."hristi and to 11DR, Inc. Often, 1.)ecause of design and construction details that occur on as project, questions arise concerning soil conditions, and. Rock. Engineering and. TestfiI Laboratory, Inc. (RETL), as Tema,-, Professional Engineering Firm (No. ..... 2101), would. be pleased. to continue its role as Geotechnical Engineer during the proJect implementation. RETL also has great interest in providing rnaterials testing and observatioiii, services during the construction phase of this project. If you will advise as ofthe appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. If you have any questions, or if'we can be offurther assistance, please contact us at (361) 883-4555. Sincerely, Mark C. 1°�ock., P.11". Vice President of"'Operatioris, Floa( EN(RINEEFUNG & ESI INGIIS11w10RAFORV, INCI. wmlIII ocklesIJ111g.coal 6817 EOPA41D S�FEET - 11 �()Ml G CHRV::�1111 EXAS1784109 PC* '18847 RIEULAIIIIII), FIOAD 1`13N,ii Ap�m aONK.i,TEXAS,78259 Officr:(361)883-4,555-FAx:(361)883-47111 OFFKA::�! �2111))495-8000 F��Ax:00)495 8015 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 I I / 1J rralrn�lallaJ / 1,uu�raralrl+rlr�rlrariarrrarliuuaarllXk�l,�rr<r lrll�»arirrrl�rlrr��J��+rll�uur���,JJ��JrrJ�l�rrl/r�r/l��JirJJ�i�r�rJrrl�J�J1�� �uYawINININININIri�ININaYIrlpAia�lA211,aru�li�rarulairararuir�rs��r^a�iar�rafXflrrJl �y �� rr ��„wiiiu�r�rurlrrrrruirrrnl�t�r��iriarrXiJrlr,.lrooirxiirur�afrrrrrrt��lr�iyiyiririuii�rluritfaiiririrairii��ri��/urr,./i�irir 1�1YAAd1Y�u�lYllTrararAararAAN�a��Am��rlrarAriAlAAruarAriiauw� ,rr�r�,uXi�IN1r��lulNlralrlrr�>u�ar�rlrr�XaruXurNlKrIaIII�1r��NNNNItI�aYrrlXJr��lal+�r a errrrr��rrrarrrrrnrrrrrrrUurl>raalr SUBSURFACE EXPIJORATtON AND PAVE,M.EN'I' .RECOMMENDA.TIOII.NS FOR THE PROPOSED 1,EOPARD STREET (CITY OF froC PROJECT NO. El21.03)(BO D 201.2) LJN11TS: PALM DRIVE TO CROSSTOWN EXPRESSWAY CORPUS CHRISTI, TEXAS RETI., PROPOSAL NUMBER: (11.1.2250 PREPAREM FOR: �Igrryy��ry�q-q rymµ''ypIII^ IryI'y I�Ip,�:rq,���y���:yq'p�p�'yry l�I�q ��^��ryy'ppy��q��:ry�yl :q��pp�ry�./^,.: yIIryI��Eyg yl�� YI�d1::�^ISI.Ypn�Iryl:Iy��Iry'�.y:�I ":�E�"�Ey�g{p IrnI� yyy��®yry 1pl'p qpp p��yq' ,vY�, W..M'.Ip..,".R.IW.A1P. NA.rA�'u Lt.:!R.:.RA.MW. +a.d"J4"b :M{tdl�M,��:M1.X.'IEAV.�AILLW..MI.A.W 116.;.,8 II(,W.;.dp,,.9 P.O. BOX 9277 C'ORP I 1,11RIr 11, TEXAS 78469-9277 MARCH 27, 201 I PREPARED BY: ROCK ENGINEERING AND TES"TING" l,ABORATORY, INC. i 681.7 L,EO ARD STREET CORPTIS CHRISTI, TEXAS 78409 PHONE: (361.) 883-4555; FAX: (361) 883-4711. '17EXAS BOARDOF ENGINEERS FIRM REGISTRATION NO. - 2101 r ul i do^71 E� RIS K' m 2 VIII „ � Im m ..... .m............... 11395 1 958136 3 1111:11 mONAI Christopher A. Rock, P.. 7 Vice President Corpus Christi lace President of Operations �n Ny„r�yll 01 � �IIIYI �X '"W. r v I II n I I �I Y 1 1 .I.- X7111!!)P!!JrlllplllYlll<YfilXl,YkYlNrldYIYPIdYIIYr%X171711YIIY�drilllY,��111tIlYla�J7kN�l�l�17111!UrnlalArallYaC�NXiNINII,!lrldYlalrl1111,l7JNNiII1Jr1rIrRr/IA�IIIIINIr'NIIIG���Y1rlA,lNIIIJXIX�!/111�IYIJadYiIINIIIgJ�lllllnlll71rr1J1J1Y117117'XlN�plUlY!�71�l�pJJld11111i111J11�77'�IIIJaJ7JJJJ11J1JlJlld11�1111�1J1lrul/l�l!/l�ll/�Ilfflll/�IIX,111111/111111�111JJ�!JJ1JJll„//GIIIGIII/JU771/a111111111UI1,1U11111J1J1/ll„JIlEI�X/RII�A/ (d1AlI 1 J NI1CI7A�r Arr'J/lr/l�/�..,�1,11111NA1NAAJAJJJ77AA1JJJJJ�IJrJ�J1JIJJJJrllll11111711�J11171111JJ101Y�r11J/1/Ai/1/111?7AJYJ1l�llAJ1A11�J1f11JDJ'2!lel1, DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 TABIX OF CONTENTS pail, )q. TO. UCT.III. ......... ...........row...µ... w. ..... ..............W. ............... .........-A.. Authorization........................ ............. � Purpose and Scapus a.................-...............................................—...... ..,...,..,,.,..........� General .... " FIELDEXPIDRAIIDN......a.............................. w ..a..W....................................µ.µ.W2 Scope.,.a....,a.................................................a......................,,,.,..,..,......................2 Druppuurg and Sampling Procedures......................................................a...,.......... Field Tests and Measurements ....... 4 I,. B0RAT Y'I'ES]IING �RAM............ . .........wW.WW...................w......,w ........� General ...a........w,.,,,aa...a....................................................a.............,.,,...........a........,5 Soil Conditions.......... ...... .........—....... Groundwater t �p��r���.�p�uu�....................................................................................7 OSHA of Type Classification-.....a......................................................................7 PAVEME.1NTCOM EN: .TIII:ONSw...m.m.w.ww.wmw.w.w.w.wwm.m...wm.W.mW..........w.w.................. Routine aint nano of Rigid and Flexible Pavement Systems,,,.,,,,,,.......... 2 Earthwork and Foundation Acceptance...,--. ....................a...................,.,..,a.....p 2 Dewatering Construction Considerations....,-......... 13 GENKIR.Al,COMMENTS WWmmwWwAWwAm..wmWwwmAwwwmw,,w,w.w..........w....b.W.W.W.W.mWwwm.mW....................-1. APPENDIX X Boring Location Plan Boring Logs B-I through B 7 Key to Sapp Classifications and Syrnbok DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 LEOPARD ST. (City of CC Piroi. No. E12103)(BOND 20121 City of Corpus Christi Liinits,- Pal nn Dr.to Crosstown Expressway,- Coqius Christi, Texas Attn: Mr. Daniel Biles, RE. RETI.,Job No.: G 1122,50 1 NTRODUCT10N This report presents the results of a soils exploration for the proposed Leopard Street (City of CC Project No. E12103) (Bond 2012) rehabilitation project with limits between Palm Drive to Crosstown Expressway in. ori).ms Christi, Texas, This study was conducted for the City of C I .orpus Christi and.11DR, Inc. Authorization The work for this project was perfor-med in accordance with Rock Engineering and. Testing Laboratory, Inc. (I T)l ) proposal number P1.11 12 : (Revision No. 1.) dated January 22, 2013, The scope of work was approved and incorporated into a City of'CorpusChristi's Agreement .for "Construction Materials Engineering Laboratory's Inspection and M.aterials Testing Services" and signed by a representative of Rock Engineering and Testing Laboratory, Inc, At tile firma this report was being prepared the executed agreement was pending, EymmmAiEm Based on in.formation provided to RFFL, the proposed prQject will include replacement of the existing warn ens constituents along the four travel lane roadway, It is understood that the profile grade line ofthe roadway will remain the same, In addition, new utility lines will be installed approximately 8 to 10--.feet below finished pavement, I TL perobr-med tine .foil owIng: • Evaluation of the subsurf"ace soils within the limits of the proposed roadway rehabilitation prQject by obtaining infomiation on the in-situ soils and. groundwater conditions and to provide flexible and rigid pavernent sections suitable for 30-year pavenin ent designs. • Provision of recommendations on the suitability of recycling the existing asphalt roadway to be re used as base material for either a flexible or rigid pavernecont section, If the material is suitable, RETI..., will provide recommendations suitable for 30-year pavement designs incorporating recycled materials, If milling and reclaiming the existing pavement constituents is not suitable, RETL will also provide this recommendation in the final report, • Provide soil parameters, trench excavation design parameters, OSHA soil type classification. and recorn.n.len.dations needed by the contractor/engin.eer to design braced. excavations for installation of underground utilities. In addition, prospective contractors will utilize the information provided in this report during the bidding process. I nal"14 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 LEOPARD SIF. (City of CC Proj. No. E12103)(BOND 201.2) City of Corpus Christi Limits;Palm Dr.to Crosstown Expressway;Corpus Christi,Texas Attw Mr. Daniel !Apes, P.E. R.E,rL Job No.: G 112250 The Geotechnical Engineer states that the findings, reconimendations, specifications or professional advice contained herein, have been presented after being prepared in a manner consistent with that level of care and skill ordinarily exercised by reputable members of the Geotechnical Engineer's profession practicing contemporaneously under similar conditions in the locality of the project. No other representations are expressed or implied, and no warTal'Ity or guarantee is included or intended. The scope of services did not include an environmental assessment. Any staternents in this report, or on the boring logs, regarding odors, colors, unusual or suspicious items or conditions are strictly fear the infarmation ofthe client. General ...........I...........— The exploration and analysis of the SUbsurface conditions repoited herein. are considered sufficient in detail and scope to assist the design engineer in selecting suitable pavement sections .f'or the proposed street rehabilitation project and to provide the contractors with inforrnation to assist with bidding and design of trench excavation protection. The in.formation submitted for the proposed project is based on project details provided by City of Corpus Christi and HDR, Inc,,, and the soil inforrnation obtained at the sample locations. The Geotechnical Engineer warrants that the findings, recommendations, specifications, or prof'essional advice contained herein, have been presented after being prepared in accordance with generally accepted professional engineering practice in the fields of I-bundation engineering, soil mechanics and engineering geology. No warranties are expressed or implied. This report has been. prepared for the exClUSive use of the City of Corpus Cliristi and HDR, Inc. far the specific application for the proposed Leopard Street (City of CC' Project No. E12103) (Bond 201.2) rehabilitation pr foot with limits between bairn Drive to Crosstown. Expressway in. Corpus Christi, Texas. FIE1,I) EXP1..,O11RA'F1ON ........................................................................ �.Ko± The field exl.'.)l oration, to evaluate the engineering characteristics of the subsurface materials, included perfonning the soil. borings and determining strength and classification of the subgrade soils samples obtained, A. summary of the field investigation pet-formed for the prol.'.)osed 1[..,eo1.,.)ard Street rehabilitation project with limits between Palm Drive to Crosstown Expressway in Corpus Christi, Texas is provided in the table below: "1l ail`'14 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 L,EOP ,RD ST. (City of CC Pr0j. No. E I 2103)(BOND 201 2) City of"Corpus Christi L,irnits; Pah Dr. to Crosstown Expressway;Corpus Christi, Texas Aftn: Mr. Daniel Biles, P.1". ETL.,Job No.: G 112250 IXOPARD STREET PA.1,M DRIVE TO (...,'ROSS'FOWNEX..I.-"RESSWA.Y'; (:.X....;,TE .......................................11................................................................................ ............................................................................................................................................................I...................................................................................................................................................................................................................—.................................................................. D!j)�!,.L ( & Flexible Base Material ....................................... ....................................................................... ............................................................................................................................ ...................................................................I...............................................-1—....................................................... Boring Boring 1)epth of 1)epfli of L)epth Location HMAC Concrete ofBase Number 1.)epth (ft) ............... ........................................................................................................................................................................................................................................................................................................................... ................................................................................... (in) (in) (in) N 270 47°804' W 970 25226' B-1 1 15 Leopard St.; 150' E of'Palfri Dr.," 8.5' froff) 5 00 5.50 i 2.00 north edge of pavement; Outside WBL, ................--.-......................................... .......-1.............................................................................................................................. ..................... .................................................................................................................................................................................. .......................................................................................................... ............................................... N 270 47,799' W 97" 25,138' B 2 5 Leopard St,- 40' W of'Peabody Ave.; 7.5' 5 075 5,50 ......................................................-.-....................................................................... from south e d.g.e of.Imvement; outside EBL, .......................... ......... .... ....... .................................................................................................................................... ............................................................................................................................................................................................ N 270 4T'798' W 970 25.03T B-3 15 Leopard St.; 150' E of Kennedy Ave.; 9,5' T50 5.25 i from north ed-e rap. pa ement; OLItSide W13L., ....................................................................................................................................--1.............................................................................................e,.................f.. ........V......................................................................................................... ............................................... ................................................................................................. N 270 44797' W 970 24.955' B 4 5 L.,eopard St.; 100' W of Port Ave,; 25' from 5.50 4,25 --- SoUth e� BI ......................................................................... ....................................................................................................... jge gip. . .....Turnin g L..ane� E ........ ....................... ...............................-.-....................................... g ...........................2....................................................................................................................................... ..................................................................... N 270 4T798' W 970 24.837' 1.1-5 20 L.eopard St.; 300' E oft,ester St.; 10"' from 6.00 5.25 north edge.... .W... vein ent; OWBL utside ....................................................................................................................................................................................................................................................................................................................................................... N 270 4T794' W 970 24774' B 6 5 Leopard St.; 100' W of'L)oss St.; 10' froff) 4a00 5.50 s o...u Ilie.d..7 f vereIside E BL .......... .................. ................... ....................... ................ N 270 X7"`795' 70 24�654' B-7 15 Leopard St.; '75' W of Crosstown .. . _ I.......................... ... , ....................... 6�50 15Expressway; 8.5' fron north edge of 0 ........ -- ................................................................................................. ,ij a 2a Lit� 2utsideWBL - ............................... .......................... .................. ............................................................ Whem WBL.,= West Bound Lane EBL,= I","ast Bound L.,ane Due to the varied th.ick.n.esses arid insufficient thicknesses of the existing pavement constituents, RETI., does not recornmend recycling the existing pavernent constituents into the proposed rehabilitated roadway, The thickriess of the HMAE encountered within the firnits of this project does render it's use as recycled l:. MAC; into virgin HMA.C. Due to the contractors construction rneans and ryiethod.s it may not be beneficial. to utilize this rnaterial. into this project due to scheduling but there is some salvage value and. this rnaterial may be incorp orated. into future City of Corpus Christi roadway projects. The contractor should be rnade aware of the existing concrete pamement encountered., The borings performed for this project were used. to determine the classification and. strengths of the in-situ soils. The infomiation obtained on the boring logs includes boring location, boring depth, thich.ness of pavement constituents, soil. classification, soil strengths, laboratory test results and. GPS coordinates obtained using a commercially available GPS at the boring locations. The boring logs are included in the Appendix, 3 of"�4 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 LEOPARD ST. (City of CC Proj. No. E 121 t 3)(BOND 201 2) City of Corpus Christi t.,imits; Palm Dr, to Crosstown Expressway;Corpus Chrisfl, Texas Attn: Mr. Daniel Biles, P.E. RETI..,Job No.: G 112250 Drilfing_and Sainklinp Procedures At each boring location, pavement cores were performed to Iprovide access to the subsurface soils. The pavernent cores were obtained using a coring machine equipped with a diamond bit to penetrate the existing pavernent constituents to a depth the wain grade soils were encountered, Once the pavement constituents were penetrated arid the existing pavement constituents removed, a drilling rigequipped with a rotary head tuining hollow stem augers was used to advance the boreholes to the desired boring terrnination depth. Disturbed samples were obtained employing both sp 1.i t-barrel san.'i.pling procedures in general accordance with the procedures f"or "Penetration Test and Barrel Sarnpling qj'S'oiLg, (ASTM D1586)," Undisturbed samples were obtained using thin-wall tube sampling procedures in. accordance with the procedures for "Thin Walled Tube Sampling qfSoiLg, (ASTM D1.587)." The samples obtained by this procedure were extruded by a hydraulic rarn and classified in the field, All of the samples were placed in plastic bags, marked according to boring number, depth and any other pertinent Feld data, stored in special containers and delivered to the laboratory for testing. Field Tests and Measurements ............ Penetration Tests -• During the sampling procedures, standard penetration tests (SPT) were perforined to obtain the standard penetration value of the soil. The standard penetration value (N) is defined as the number of blows of a 1.40 pound hammer, failing 30-inches, required to advance the split-barrel. sampler 1 4bot into the soil. The sampler is lowered to the bottorn of the previously cleaned drill hole and adva.nuc ed by blows from the harnrtier. The number of blows is recorded for each of three successive 6-inch penetrations, The "N" value is the su m. of the second. and third 6 inch increment number of blows. The results of standard penetration tests indicate the relative density of cohesionless soils and comparative consistency of cohesive soils, thereby providing a basis forestimating the relative strength and compressibility of the soil pro.file components. Water L,evel Observations - Water level observations were obtained during the test boring operations and are noted on the boring logs provided in the Appendix, In relatively pervious soils, such as sandy soils, the indicated depths are usually reliable groundwater levels. In relatively impervious soils, a suitable estimate of the groundwater depth may not be possible, even after several days of observation, Seasonal variations,, temperature, land-use, proximity to a creek, river or lake ari(J. recent rainfall conditions may influence the (.1epth to the groundwater. The amount of water in open boreholes largely depends on the perrneability of the soils encountered at the boring location.s. Ground Surface Elevations - The ground surface elevations were not 1nrovk1ed at the boring locations, Therefore, all depths refierred to in this report are from the actual ground surface at the boring locations during the time of our fi.eld investigation, 4 Grp"14 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 L.E()PARD s,r. (City of CC Proj. No. E12103)(BOND 2012) City of Corpus Christi LAmits; PaIrn lDr,to Crosstown Expressway; Corpus Christi, Texas Ann: Mr. Dams el Biles, R.E. RETL,Job No.: G1 122,`0 ]LABORATORY TESTING P11110GRAIM In addition. to the field investigation, as laboratory testing prograrn was conducted to determine additional pertinent engineeririg characteristics of the subsurface materials necessary in analyzing the behavior ofthe paverneast systeni.s for the proposed prof t. The laboratory testing programa included supplementary visual classification (ASTM 1..)2487) and water content tests (ASTM 1 2216) on all samples. In addition, selected samples were sul'ujected. to dry unit weight deterniinations (ASTM D2937), Atterberg limits tests (AS,rm 1)4318) and percent inaterial finer than the#200 sieve tests (As,rM DI 1.40). 'rhe shear strength of selected cohesive soil samples were evaluated from unconfined compressive strength tests (ASIM 1 2166). Estimated soil strengths were obtained using a hand penetrometer. All phases of the laboratory testing program were conducted in general accordance with applicable ASTM Specifications, 'rhe reSL!ltS of these tests are to be fOUnd on the accompanying boring logs provided in the Al,)penidi x. SUBSURFACE CONDiTIONS General ...........I...........— The types of'sails encountered in. the test borings have been visually classified and are described. in detail on the boring logs. Th.e results of th.e standard penetration. tests,, pocket penetrometer tests, strength tests, water level observations and other laboratory tests are presented on. the boring ]logs in numericall. form. Representative samples of the soils were placed in polyethylene bags and are now stored in the laboratory for further analysis, if desired. Unless notified to the contrary, all.11. sarnples will.] be disposed of 3-rnonths after issuance of this report,, The stratification of the soil, as shown on the boring logs, represents the soil conditions at the actual boring locations, Variations rnay occur between, or beyond, the actual boring locations. L.ines of dernarcation represent the approximate boundary between different soil types, but the transition may be graduall., or not clearly defined,. It should be noted that, whereas the test borings were drilled and sampled by experienced drillers, it is sometirnes difficult to record changes in stratification within narrow lirnits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean spill. fill. Soil Conditions ............................................................................................ `rhe generalized spill. conditions encountered have been surnrnarized and soil properties including soil classification, strength arid the soil pararneters recornrn ended for use when designing of braced excavations are provided in the following tables: 5 of"W DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 Manch 27,2003 LXOPARD s'r. (City of CC Pro j.No. E12103)(BOND 2012) City Of COTPUS Christi L.Jrnits; Papm Dr.to Crosstown Expressway; CorpUS Chrisfi, Texas Attn: Mr. Daniel Biles, P.E. RETI.,Job No.: G 112250 Soil Proftle'['able- ..............-.............................. —---------- .......... ....... ._................ .:........_.m .......... .............................. ..................................... ..................................................... Descrij t ''T—K ........ ...................". .........I................... K D Description P1 C Y, P ..........=.................... .... ..... ............... ........................ ......................... .�::=._-.........................- .................--- 0_0�9 HMAC&Concrete Not Applicable ............_—...................................................... ......................................... ............................................ .......................................... 0.8-13 Fat/l..,ean C1.,AY& 34-67 1748 2000 0 120 0AO 2.5 CLAYEY Sand ...................................... ....................... 11-18 Silty SAND 0 30 55 0�3�3' 10 ........................................................................................................................................................................................................................................ 18-20 C1,AYEY Swid 2600 0 60 038 2.6 ................... Soil Profile Table- Borin , B-7 ..............I — ............... ................................................................................................................. ............___....... .............. .. ............................. ............... _'__................... ..... ............. ioll Ye K,, Kp Descnidpt _v.-..........................:::::::=........... ( r 7�. ............... C ............. ......................... ................................ ............................. O_U HMAC & Concrete Not Apphcab�e .w. ....................................................................... ............. .......................................................................... 0.8-3 Fat CL.AY 500 0 120 0.55 1.8 ......................I..........................................................I.................................................................................... ................................................................................................................... 3.6 Sandy Silly CLA 15 6 750 0 120 0.50 10 ..................................................................... ........................................................................ ....................................................... 6-15 Sandy SHty CLAY 26 7 5 0 ff00 60 Orr L8 ................ ............. .............................. Where: D=Depth in feet below existing grade L,L=L,iquid limit(%) I'l =Plasticity index C::::::::Soil Cohesion,pSf(Undrained) �=Angle of in Friction, deg,(undrained) y,=Effective soil unit weight, p(.,,f K,,=Active Earth Pressure Coefficient K.p=Passive Earth Pressure Coefficient Exceptions to the generalized soil. conditions may exist, Detailed descriptions of the soils encountered at the boring locations are provi(Jed on the boring logs include(I in the Appendix. The trench protection should be designed to provide the most conservative design given the design parameters provided in the tables above. It should be note(I that the values for the design of braced excavations provided in the tables above are based on the soil. strengths and soil densities encountered in the field and generally accepted empirical formulas Correlating undrained shear strengths to drained shear strengths and the corresponding angle of intenial fiction for clay soils. 6 o!"N DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27, 2013 LEOPARD T. (City of CC Piroj. No. E12103)(BOND 2012) City of Corpus Christi I.Amits; Paim Dr.to Crosstown Expressway;Corpus Christi,'Texas Atm: Mr. Daniel Biles, P.E. RETL Job No.: G 112250 The active and passive earth pressure coefficients were calculated using the drained un ;l of intemal friction as recomniended. in "FOUNDA TION ANAL AND DFVjr1--/V," written. by Mr. Joseph Bowles where he states, "Drained soil parameters flor stiff clays and ---C soils in. general may be appropriate f5or lateral pressures behind braced walls where the excavation is open .for a consi(.Jerable length of tiur e." Groundwater Observations Groundwater (GW) observations and the depths the borings caved are provided in the following table: .................................. GROUNDWATER OBSERVATIONS .................... m. IORIN_ G NO. DURING D ILIANG UPOCOMPIXTIOI....................................... _ ___ B 1 15' Wet&Caved @ p ............................................ B-2* Dry Dry&Open B-3 Dry Dry&Open .............-....................................................................................I....- B-4* Dry Dry&Open B-5 19, GW@ 18' &Caved @ p 8.5' R.- Dry Dry&Open ................................................................... B-7 61 GW @ I P &Caved @ 14' *Borings B-2, B 4 and B .6 were terminated at a depth of 5-feet. Based on the groundwater observation made at the tune of our field investigation, it is RET]L.,'s opinion that groundwater will be encountered near the 13—fib ot depth closer to Palm Drive and near the 6-foot depth closer to Crosstown Expressway,, The groundwater readings provided in the table above are indicative of the conditions at the boring locations during the thne of our field investigation, It should be eniphasized that water levels in open boreholes may require sever ll. hours to several days to stabilize depending on the permeability of the soils and. that groundwater levels at this site will be subject to seasonall. conditions, recent rainfall, drought or temperature effe c t s. Q S A...S.Ri T sification ................................. .... .p ........... The table below provides a summary of the H.A.0SSoil Type Classification for the soils encountered at this site to the depth of 20-feet at the boring locations 7 of 14 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 LEOPARD ST. (City of CC Proj. No,, E12103)(BOND 2012) (.1ty of Corpus(.Iu-isti Limits; Paha Dr. to Crosstown Expii-essway-C'oii,°pus(..hi-kti, Texas AIM Mii% Daniel Biles, RE, RETI...,Job No.° G 112250 0S11A Soil Type Classification ................... . ................................ D OS11A Soil Type Classification 0-20 Type C It should be rioted that the contractor's "responsiNe person" shall make the final determination of the OI IA. Soil Type during excavation cif the soils at the jobs�te, The maximum allowable slopes during construction for OSHA. soil types are provided in the following table: GUIDELINES FOR MAXIMUM AL1,0WAB1,E S1,OPES Soil or Rock Type Max. Allow. Slopesfor Excavations < Than 20' Deep Stable Rock Vertical Type A 3/4: Horizontal : I Vertical .................................. Type B I Horizontal : I Vertical ...................-.................................................................................. .............................................................. Type C 1 1/2 Horizontal : I Vertical Guidelines for maximum allowable slopes were obtained from OSHA. documents, but do riot take into account any recent revisions or the stability oflong term unprotected slopes, Long term unprotected slopes will likely require f1atter slopes. Tire guidelines presented herein for slopes does riot imply RETL is taking responsibility for construction site safety, this responsibility falls entirely upon the contractor and his responsible person, RETL is assuming that the contractor will comply with all rules, ordinances and other requirements to comply with safe construction practices, PAVEMENT RECOMMENDATIONS ..............................................................................................................- Based on information. provided to RETI, the proposed project will. include rehab il ituition of' I....eopard Street with. limits from Palm Drive to Crosstown Expressway, The rehabilitation will include replacement ofthe existing pavement constituents to tire four travel lane roadway. It is understood that the profitle grade line of the roadway will remain. the same. In addition, new utility lines will be install approximately 8 to 10--feet below finished pavement, In designing the proposed roadway, the existing sub rade conditions must be considered together with the expected traffic use and loading The conditions that influen(,.Ile pavement design can be summarized as f'ollows, 8 of M DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 LXOPARD ST. (City of CC Piroj. No. E12103)(BOND 2012) City of CojT)us Christi L.,imits; Palm Dr,to Crosstown Expressway;Corpus Christi, 'rexas Attn: Mr. Daniel Biles, P.E. R.Fri.,Job No.. G112250 * Bearing values oft rue subgrade. These can be represented by as California Bearing Ratio (CBR) for the design of flexible pavements, or as Modulus of'Subgrmade Reaction (K.) for rigid pavements, * Vehicular traffic, in terms of the nt.i.mber and ftequency of vehicles and their range of axle loads. * Probable increase in,vehicular use over the life ofthe pavement. * The availability of suitable materials to be use(J. in the construction of the pavement and their relative costs, Specific laboratory testing R define the subgra(.-I.e strength. (Le. CBif KK. values) have not been. perf'ormed for this analysis, Based upon local experience, soil class ificatio n, and lalboratory testing the estimated CBR and .K values for the predominate natural surficialfat clay soils encountered at this site is,3 and 1010 pci, respectively. 1'he Average Daily Traffic (Al.)T) numbers utilized for this prqject were provided by the City of' Corpus Christi. Given, the ADT counts provi(.-J.e(.-J. the 30-year traft-ic prqjections to detennine vehicles per design lane were calculated by taking into account the following considerations provided in the table below: ................... .................................... Design Paii-ameter to Calculate 18 11kip Equivalent Axle 1,oads ..................................I................................. ............................................... 7...................................... Design Pa rameteirs 1,eopaird St.; 1!.,i mitts: Palm Drive to Crosstown Expressway ................................... Percent Growth I IYO .............................................................................................................................. Percent'r,rucks 6% ................................................................................................................................................ .............................................. Directional'l-raffic 50150 Distribution on ........................................................................................ Design L.,ane Traffic 100% Distribution .....................................................................................................................................................................-.................................................................................. ............................................................... Terminal Serviceability Index 15 ..................................................................................................................................................—................................................................................. Traffic Counts Provided by 8,3327;Average Vei-nOes Iper Day C i.t..Y 0 H f Corpus ChIristi Bu-D I i"I r 11 e 11 c:t"I I o n a I Between 2,000 to 2,0 10 ...........: :. Ifthe owner or consultant provides design considerations that conflict with those assumed above, then RETL should be given, ttie opportunity prior to final issue cad.the plans and specifications to determine if'supplemental recominemdat ions are watranted, ADT design 11a ne traffic calculated. for 30 years, calculate(.-]. rigid an(J. flexiNe 18-kip Equivalent Single Axle Loads (9°; calculated required structural number and rigid. pavernent tl-iicknesses for Leopard Street with lirnits from Palm Drive to Crosstown Expressway are provid.ed in the table below for 30-year pavement designs: 9 Of 14 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 IXOPARII) ST. (City of CC P�roj. No,. E12103)(1130ND 20�12) City Of('.."OrTmis Christi I.Jrnits; Palm Dr.to(...'rosstown Expressway-,CorTmis Chrisfl, Texas Attn: Mr. Daniel Biles, P.E. RETL.,Jok)No.: (1112250 .................................................... ........................................................................................................................................................................................................................................I...... ......................................................................................................... Leopmrd St.; SUITIFUM-y of Pavernerit Desi as Orituria I.Jrnits: Palm; 11)rive to 011 mstowri EM!i-..FS,W"Y....................................................... ............................... ................................................................... ........................................................................... ........................... ........ ............! ................................................. 30 Y�% ..........................................................................—1.1.....................................:................ ......................................................................................... ............................................................................................ ADT 1,)es�ynTravd L.,ane5,6 l 2 ....................................................................... ................ ..........................................................................................................................................................................I........................................................................................................................................................................... Flex. ESAL.,'s 1,549,778 ........................... . .......................... ...................... ........................ ... Ri�,.-..,,id ESA.I.,,'s 1,863,891 ................................................................................... ..............................................................................................................I.................................................................................................................................................................................................................................................... ............I..............................................................-1..........R.equired SN 4.67 ....... Q:� ➢.............................................._....._............................................................................ .................................................................................................................................................................................... i d Concrete Pavernent'Thiclu s ........... ..................................................I............................................................................................................................................................................................................................................................ ...............................................—........... 'I'he recommended rigid and flexible pavernent sections calculated using theArneiican Association of the I'State 1-fighwany and 'FransportationOfficials, "G(JIDE FOR DI.,,SIGN OF PAVIFA417'S7R.IA7(JRE5," are provided inthe followingtable: ...................................................... .................................................. ....................................................—,........................................................ ..................................................... I :..................................................... ...................:........................... ...........................................11..................... 30 YEAR FIXXIII31JE PAVEMEN717 SECTIONS S r ..d...............t eet; I,iITIRS: 11"alM Mrive to Cross av ady ......................................... ............................................................. .. . .. . ..... ...... ............. .mm,,,,,, ....................... .................. ..............................................................I..........I...........................................................!2=!1....!1,s..,.SW iT F7 T ex,, PvTnt. Hex. Pvmt. 11ex. Pvmt. 11ex. PvTnt, � i" �7` 2A. 213 2C 2D 2E ............................... ............................................................................ ..................................................... ..........................I....................;............._............................................................................................................................................. ..................—............................................................................................... Type D HMA(...' 2" 2" 2" 2" 2" ............................................................................................................................................................................................................................................................................................................................................................................................................................. ................................................................................................................................I................................. I Type B IJMAC 3" 3" 37' 4" 4" ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................._......................................... Hex Base Material Type A Gr. I l WT 14" 12" 1 ll' 101, ..................................................................................................................................................................................................... ............................................................................I................................................................................................................................................................... -—-- ......................................... L,ime Stabifized Sup:grade(5 1/2%) " ....... ............................................................... I............................................................................................................................................................................................. .......................................................................I ............... (Ieogr.i c I T..-'X5 ......................- .................................. ........... No No TX5 No TX5 8 ....................................................................................................................................................................................................................... .......................................................................................................................................... ...................................................................................................................................................................................................................................................... Geogrid BX-I 100 No BX-I 100 No BXI 100 No .........................................._..:..........................................I.,.........................................:.................................................................................:_-....................._1.............................................................. ........................................... ..................................... Calculated SN4.70 4.70 4.69 4 70 4.83 ........................................................................................................................................................... ........................................................................................................................................................... ............................................................................................................................................................................................................................... Mh Required SN 4067 4 067 4.67 4.67 4 067 L.................................................................... ................................................................. ................................................................::.�.....................................................................L......................................................................................:.................................................................................................................. After a11 surface organics, deleterious materiaIs and existing roadway rnaterials have been. removed to the desired su1: grade elevation, the upper 12---inches of exposed raubgrade shall. be compacted to a rninimurn density of 95 percent of the rnaximum dry density, as detenriined by the standard 11.3roctor (AIISIN D698), and at, or above, the optimum rnoisture content. Any soft areas identified shall be rernoved and properly recompacted in place, Upon completion of the raw sut)grade preparation, depending on the, pavern.ent secfion selected for this project, either firne stat.)ifization in accordance with the i-ecoi.iii.-i.i.eii.(.],-itioris herein, or a. layer of the specified geogrid required shall. be placed on the properly prepared raw subgrade and shall extend outside the firnits of the crushed firnestone base material, or to the fifnits dictated by the City of Corpus Christi, whichever is greater, I'he ogrid shall be placed in accordance with the manufacturer's recommendations, 110 of'14 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 LEOPARD ST. (City o,f CC Viroj. o,® E12103)(BOND 20�12) City of Corpus (.1iristi 1...,imits; Palm Dr.to (..rosstown Expressway;Corpus Christi, Texas Arm- Mr. Daniel )pBiles, P.E. RETL Job No.: Gll 12250 if' lime stibilizatiort is required in the pavement section selected for this project, the lime stabilization operations shall be performed irt accordance with TxDOT Item. 260, 'UME' TWEATMEWTFOR MAYE'RIALS USED ASSUBG.PUDE (ROAD MIXED). " Upon completion of' the raw subgrade preparation,, lime shall be mixed with the scarifi.ed subgrade soils at the rate of 5 V2..percent, based on the max�n.i.urri dry urtit weight of the raw subgrade soils as deterrnined by the standard Proctor, (ASTM D698). The lime stabilized soils should be compacted to as minimum density of 98-percent of the maximum dry density, as determined by as standard Proctor test (AST u: and at, or above, the opflmum moisture content, The flexible base materials utilized shall meet the minimum physical requirements for Txl..)0T Item 247, Type A, Grade 1. Base materials iron exible pavement areas should be placed in maximum 8-inch thick loose lifts and compacted to a minimum derisity of 98-percent of the maximum dry density, as determined by the modified Proctor test (ASTM D 1557), and within 1 1/2 percent of the optimum moisture content. R 'TL recommends placing as single course surface treatment underseal, a prime coat (MC 30 or MC-70), or both, on th.e finished exible base material prior to placing the ...:)CMAC courses. A single course surface treatment underseal should be utilized if'opened to trafflic. Hot mix asphaltic concrete should net the requirements set forth in TxDOT Item 340-9 Type 11.) and 'Fype B surface and base courses, respectively, Maximum thicknesses of"HMAC placement for the types of'.1 WAC recommended are provided in the f6l lowing table: ............ Maximunii; Recorrirriended Corripacted Lift Thickness ..................... 11MAC Mixture Type Maxirriurn Corripacted Lift T-Ehfickness Type B 11MA(.' ......................... ......................................................................................................... Type D 11MA(.' 3" Any other pay items not specifi.cally referenced shall be either City of Corpus Christi specificatioris or TxD071' specifications. All TxDOT' specificatioris are ref6rericed from the 2004 Texas Depaitment of' Transportation, "STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MA,FNTENANCE OF' HIGITWA.YS, STREE'rs, AND BRIDGES,"' Allowances for proper drainage and proper material selection of base materials are most important for performance of asphaltic pavements. Ruts and areas that hold water in asphalt pavements allow for quick deterioration of the pavement primarily due to saturation of the underlying base and subgrade, The use of'concrete for paving has become more prevalent in recent years due to a decrease in the material cost of concrete and to the long tern maintenance cost benefits of concrete pavement compared to asphaltic pavements,, 'Fhe table below provides the recommended rigid concrete pavement section: I I of"M DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 LEOPARD ST.(City of CC Viroi. No. E12 I 03)(BOND 2012) City of Corpus Christi Limits; Pairn Dr.to Crosstown EXpressway;Corpus(.11hristi, Texas Attm Mr. Daniel Biles, RE, RE"11,Job NoG 112250 .......... ..................................................... Leo acrd StreetRigid Pavement Design Thickness Requirements .... ................... I.Amits. Palm Drive to Crosstown Expiiressway Pavement Colinsfituients 30 Year Pavement Design ...................................................... ...................... ...................... .-w.... .............. Reinforced Concrete 8" ............................................................................ .................................................................................... Type D HMAC P, Crushed I.Ainestone Base Material 6" TxDOT Item 247,, E e A., Grade I ............................................................................................................. ..... Clompacted Subgrade Soils(95%Std. 12" Proctor; at or above,2t.) JL............ ............................. ........... *Note. TxDOT Item 247 'Type A Grade .1 crushed finiestone base material shall be compacted to a minimum of 98-percent of the standard Proctor(ASTM D698) and within 1. '/-,,-percent of the optimum moisture content when utilized within a rigid concrete pavement section. The concrete pavement should be properly reinf6rced and jointed., as per ACI, and should. have a minimum average 28-day fie xural strength of 680 psi or a rninimurn average 28-day compressive strength of'4,400 psi in accordance with Tx])or Item 360. Expansion joints, if'used,, shOUld. be sealed. with an appropriate sealant so that moisture infiltration into the subgrade soils and. resultant concrete deterioration at the joints is minimized, The joints should be thoroughly cleaned. and. sealant should be installed.without overfilling before pavement is opened to traffic. Routine Maintenancte, of Ri j-v id and Flexible PavemlennLtstcmmmS The pavement sections provided in this report are designed based 18-kip equivalent single axle loads over the design life. During the design life, the roadway will require routine maintenance such as crack sealing and seal coats f6r flexible pavements and joint maintenance for rigid pavement sections. Without proper maintenance moisture infiltration into the base material and sub rade will result in rapid deterioration of the pavernent system. RETL recornmerids that the City of Corpus Christi protect their investm.erit by incorporating an aggressive maintenance prograrn, Earthwork, and Foundation Acce, tammcc Exposure to the environn.i.ent may weaken the soils ifexcavatioris remain open. f6r long periods oftime. Therefore, it is recornmended that all excavations be extended to Final grade and the utilities, boxes, and. manholes be installed as soon as possible to minimize potential damage to the beaming soils, The bearing level should. be free of' loose soil, ponded. water or debris and should be observed by the Geotechnical Engineer, or his designated.representative. Concrete, pavement constituents,, bedding materials and backfill materials should not be placed on soils that have been disturbed by rainfall or seepage. If the bearing soils are softened by surface writer intrusion, or by desiccation, the unsuitable soils must be removed from the excavaflon and replaced with properly compacted. fill. 12 of 14 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 LEOPARD T.(City of CC Viroj. No, E12103)(BOND 2012) City of Corpus Christi Limits; Palm Dr.to Clrosstowri Expressway-, Corpus Christi, Texas Attn: Mr, Daiiiell Biles, P.E. RETT Job No,,- G 112250 Back,fill materials should be placed in inaximuni 8-inch thick loose lifts and compacted to a minimum density of 95-percent of do maximum dry density, as determined Iby the standard Proctor (As'rml)698), and the moisture content should be maintained within .1 to +3-percent ofthe optimum moisture content. `rhe Geotechnical Engineer or his designated representative should monitor the placement of roadway constituents, bed-ding inaterial,, backtill arid backfill behind the curb.. Any areas riot meeting ttie required. compaction stiould. be recompacted arid. retested. until compliance is rnet. Dewateri a Construction ( onsiderations ............... Based on the groundwater observations made during the drilling ops eradons and. based. on our experience with ottier geotect-mical �nvestip ations performed. in the vicinity,, it appears ttiat dewatering will likely be required, when installing the proposed underground utility lines to dept1i s near 6 to 1.3 feet,. It stiould be rioted. that the dept1i to thegroundwater is subject to ctiange due to climatic and site conditions; ttierefore, it should be made ttie responsibility of ttie contractor to verify depths to groundwater. Ttie following discussion is general information that may be useful were dewatering operations are required, For construction of' shallow excavations., open drainage or interceptor ditches can be expedient and relatively inexpensive methods f6r lowering ttie groundwater table as slight distance. Ttie interceptor ditch has to penetrate deeper than the elevation. off"tine work area. Water collecting in sucti ditches normally has to be purnped out of the ditch for disposal, Since gravity flow is relied upon to bring the water to the ditch, the continued. inflow is dependent on the water level in the ditc1i being kept low. With this method., it is common to construct small pits in the ditch, termed sump pits, for locating the necessary pumps (surnp pumps),. `rtie drawing down of ttie water table can also the accomplistled lby constructing a series of surnp pits, or, ifgreater depth. is required, some type of drainage wells around ttie construction area and purnping the water from these pits or wells. For dewatering to intermediate depths (to about 30-feet but more if sufficient area is available for installing ttie necessary equipment) well point systems are normally used., 1'o dewater an area,, an series of well points are installed around. the perimeter of the area. 1'he groundwater level within the perimeter will be lowered when the well-point system is put in operation. 'rhe spacing of ttie well points varies according to the soil type and dept1i of dewatering. Spacing conventionally varies between 3 and. 10_feet,, 13 of"14 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 March 27,2013 LEOPARD ST. (City ofCC Piiroj. No. E12103)(BOND 2012) City of Corpus Christi Limits; Palm Dr,to Crosstown I:: pressway;Corpus Christi, Texas Attn: Mr. Daniel Hes, P.E. RETL Job No,,:: G1 12 50 With the type of pumping equipment conventionally used for well points, the depth of dewatering that can usually The achieved. by a single line of well points located around the perimeter of an excavation. is about 18 to 20 feet, This is due to the limit on the practical lifting, or suction, capacity of the pumping equipment, Lowering the water table through a greater distance rnay require the use of a two (or niore) stage (multistage) installation. her a two stage installation is required, the well points for the first stage of drawdown are located near the extrerne perimeter limits of the area that can be excavated, and are put into operation. Well points for the second stage are subsequently located within the area that has been excavated., near to the bottorn elevation that has been deswated by the first stage. The second stage well points then lower the water table to the additional depth necessary to complete the excavation in dry conditions. Subsurface water that flows in an upward direction into an excavation area that is being dewatered imparts a seem ageforce that tends to loosen the soil, reducing the soil strength. The change in strength should be considered in designing excavation bracing and foundations. Where excavations are to extend more than a few feet below groundwater level, open ditches or pits may not be practical, and more advanced methods may be required. Other methods of dewatering are available and rnay The more cost effective than those mentioned above. Additional information concerning dewatering may The obtained from a contractor whose specialty is dewatering. GENERA.1, COMMENT I. S .........................................................................................................................- if there are any rev isio.ns to the plans for the proposed prqject, or if deviations frorn the subsurface condition,snoted in. this report are encountered during construction, RETI... should be retai.ned to determ.i.ne if changes in the recorninendations are required. lf'RETI... is not retaine(i to perform these functions, RE11., will. not be responsible for the impact mai"thus com.-litions on the performance ofthe prqject. It is recommended that RETL be retained to provide observation and testing during the construction ofthe proposed prqject, RE-11., cannot accept any responsibility for any conditions which deviate from those described in this report, nor for the performam,.1le of the pro.ject if not engaged to also provide construction observation and testing. If it is required for R ETI, to accept any liability, then RETI... must agree with the plans and perform such observation during constru.ction,as we recommend, All sheeting, shoring, and bracing of trenches, pits and excavations should be made the responsibility ofthe contractor an(i should comply with al I current and applicable local, state and federal. safety codes, regulations an.(.-I practices, inch.x-ling the Occupational Safety and Health Administration- 14 of]4 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 fl e WWI, N "IE Z c", k" nx L qwW L 11 17�77 gill' Z 7, 1 `4 'A "w e ............ . ✓...... a 47"g"g 'IF/ 'JAI] A f /% W 6. V�9/��I if1���j� �INw �// �r� rr � ,v � + ^�� 1'�/%/ 1 � ,,,.,; 0� ;'•� �,(;. 0 �, ........................... Mum"'W BOTUNG LOCATION PI.A.N NO SCALE Match 27, 2013 LEOPARD ST. (City of CC Proj. No. E1.21.03)(BOND 201.2)1 City of Corpus Christi Limits; Palm Dr, to Crosstown Expressway-, Corpus Christi, Texas Attn: Mr. Daniel Biles,P.E. REM.,Job No.: C3112250 ROCK ENGINEERING ANIYrESTING LABoRA.,rORY,INC. 6817 LEOPARD STREET CORPUS CHR.1s,rt,,rx 78409 (361)883-4555 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 LOG OFBQRUMG Rj� SHEH.��Tl (Al (If lENT, City of Corpus Chrisfi (#E.12103) -d Street- Flahn to Crossrowin Rock Enqlmeirrrg M estino Lab- Inwwa c P FR 0,�i CI" f eopar 6817 Leopard Stmet ............. > Corpus Chrlsfl, Texas 78409 f OCATIGN: f eopard Street" Corpus Christl, 1X "I ekvphorre� (361)M-4555 114 U M B E�R: G1 12250 rzm (361)883-4711 % Y DAT I','., DFZRIED: 02/13/13 02/13/1'�'i RELD DATA L&BURAT'OFZY DATA DFRRI 11,4G METIIOD(S) Hollow Sllurn Aii.sger 9 z ATTEIRBEIRG LAWTS , —, '"" "' < GFROLP`,IDWATTER UNFURNAA1101,4: z Groundwa�e�(CON)was enc(AmlIcled all Wdimlix d6lUm vpmAlons r, X V5 uk W U r �U lo I wet ana caved a�13'uporr comploion of clnlrm W > j upouafions, 0 > ru Rpj 5 11 En z V) d rQ r rr, , V) v) z z > < < `1� , pr Z , 0 z n 0 n. SUFRFM E Ef EVATIGN, N/A 2 h. ra ar RU 0 0 W 6 C) V) z D n.m I.I. FIL PI DESCFMPTIO�N OFSTFZATUM S� it u P I F) 28 55 21 !34 86 FA t SIrj n, ir i i rn 11 Presence of firne gray arld browi r o s f ir was rvA fin(ficated usrng rphendpllrffialefn, as Illnu e rAlcatling solutiom SH S rP 1i..ro 9 Sarneasaloove,with ukareous deposks, sfiff, 2 SH Sarne as above, very sfiff, S-13 P=3 0 23 [All QLA]L,WOl gyrpsuriln,giiayand brown, vm)lst, stiff, (CH) SH S4 23 50 20 30 86 ,lrV=U175 1:11ANDY I EAPI CILAY,with (;ak;weonm depc)slits,gray and Su Pzv 2,25 21 blrcmn, rnolst, tiff, S-5 Sarne as above,firm, Sand searn encountered. SS rcu N= 7 26 62 S 15 . ..... Boring was terminaled al as aJeplh of 15-feel, crr Pua 0 cxa rr �U aaa0 Gm 12 FREMARK&I 0 N -STANDARD FRES�STANCE, 1::06 lm depth al Id locahoR wm�determlu led hy WE.N Bar q l� upel:@Oons were perforn led 3 ') U P POCKEET FRES .TM /I mill coirmuftaFrt w RIETIL,all CAIS Coord P427"47804'W97' % !� 1 0 , :: TI 25�226% T' F)OCKETTGRVAPE, SI HEAR STRE�N(31 rraBm Q)ir'8 ufmm inryffi edge,of pavenlunQ� 01 BorlirqLoca6T! Aside WeM how ld al re 3 1,750 0 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 I..0G OF B0R1N('I"A' G,2 S�J-EEF 1 c)f 1 Corpus Cfrdsfi (#E12103) F?ock 11:.Aiguneeihrif & Tee -f i all), inc�, 'i 'i [�'�!ROJECT� bx)pard Street- Pdim to Crc)sst(mri 6817 Leopard Street Corpus ChTtstl, Texas 78409 p.')CWTIOPJ: t EX)pard Sti'(:)(:)t� Cc)r�imjs C�i�dsfl, 'IX Tde (3 plmrie� (361)8834555 PJ U M B E FR: G1 12250 61)883-4711 DATE(S) DRH 1 02/13/13 02/13/13 FS DATA t ABORATORY DATA DRH rt]f4G ME I i IOD(S): HokpwSrcm Augem 2: i Wits VRmB z x GR0LflIJDV\/A'T DR, H,4FORMAI l0P,k Z > (3roundwaun((WV)was M Pncmmtered dinium3 cWNfing opurmions up UP (1) Dry and operl UP011i COMpieUon(A ddfing opeadions. m ai > ur a,6p Via. cu 0 >. U > 0 U.U,u ca :3 Ii z i!!: PIi )s 11) > W 0 R9 W �5 os z (1) z T F� -1 0 Z Z fl < Z D') 0 ,, L)() 9 CQ. �111 Z Z)0 S2 S'.JRFACE DrEVAr'0`,[: lrI/A aca caro caro fr'' r 11 () > :D st i2: < � .Ru 3 ft 0 0 1 "FRA NJ M U) C1,1� a Of :2 ILL Fli Fli DESCAUP'TIOP4 ('QjNgRf rE(559"j Si FdkFCI,A:'(, wRlhi sami, dark,brom and birown,, rrroist, stiff, (Cli 1) tt: 2,0 25 60 19 41 F)'5 Prr(,s. . ....................... .tt :. ence of fir-ne was not iindk,,ated ur4ig plhenoifArthah:30, as fir-ne ir"Acating sohificmr, SH -2 i::)=2,5 23 Sarne as amami above, brcn gray, S l3oii 4ig was terrNnated<att a Ck�[)fl Of 54E,10(., o. QaX pa rr ttE REMARKS: 0 PJ - S FAPJDARD PEP,JE PiRATiCA14 TIEIp13T F?IE-I(dSTAPJC'E M �)YJJ�ETrr r e U.I P- P0C'KETPEPJE'PiR0ME r'BiR RESpS r'APJCE Boiling depth and bcafion mm deterarkied erro m d 01 by I:'nvuiocme,a orieimng si&consuftanl k)R11:7L,m GPS Coord N 27'47 799"VV 97' T- POCKET FORVAP4E SlEAR STREP4GII 1 25138ap7 r g OaR�j t "r)pa�r . � �m 2BC) � TWf�Stjre�A�40'W ot 11cabody Ave I 5'fie"i � DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 I OG 01��� BORING B-3 S E,ET 1 c)f 1 C10\1 1: City c)f Corpus Chdsfi (#E12103) Rcm* Engllnlineering&Testing Lab., km� PROJECF� Str(::.:,(::.:It- F�Idrn to Crosstown ard Street 6817 11 eop, tl , >,(Daipwi Chirlstl, TE�xas 78409 X)CATIOP4 Leopard Str(:et, Corpus Chr�sfi, TX (361)883-4555 PJ U M B E R' G1 12250 ax.- (361)883-4711 DA FE(S) DRH 1 02/13/13 -02/13/13 FO ATA ABORAI ORY DATA DRH.L]r,4G MET l K)D(S)- HoNow&eln Auger ATTER113EFRG LM TS 'o z X ul, GROUPJDV\/A'T DR, �Z UP Giroimndwahu RV y a5 Dilyand open upoin coinplouOin of ddfilng opwailloins, z Ru m LZ U M UP 11)Z < 0 0 Ru z > X Z P C) 0 6 0 Z Z " Q. m Z)0 0 z Q� W z SURFACE ELEVAIIOPJ� PJA < > Z < W 0 C_ �) g t, 1, DFSTRAFUM ri.cl, W D E S CIR�P'll C)P� 0 EIVI CIAY.,MOt szmd and cak,,areous dE,POS�tS,dark gray and Z a3-�j P:::::::4 19 brown, rn6st, very Wt. FIre%sence of Hrne was Inott hidcVed usling p1l en(Apttrak.dn, a firne h llcficafing sokiflon SIH �=: -4 S-2 F4 520 67 19 48 77 Sarne as above, gray and biown, (C11 l) SH S-3 F�=::4,51 19 Sarne,as above,WU t gypsurn, reKkirs1l ii brown. .11f A-N CILA't,witil ii sard and gypsurn, browii ii arld fig�tt birown, SH 3-5 17 rnoist, wNry stIff, SA f-1=1�75 17 34 106 1J 72 Same%as above%,wWt ca�careous deposrts, stiff, (C� S,5 17 '17 5flj'ir jiAtig, tfirown, rnoist, k)os(,. 9 23 S6 15 Boring was teri-trIlrated artt a depfl p c)p 1 5.feetr Bu as cy ay Gro rr nr < ft lu kma 14 STAPJDARD F�'E P,J E FR A r]C)PIJ FE r' U`3 STAP,J C'E EMARK& ��:1 POry CKE F FIEP,JETROW'TER, RESB r'APJCE by EIMIOC'me,a dFilling Sub consdtmfl Ic R11:1 L,al�GPS CoorrL N 27*47 M&W 97' F- POCKE F T()RVA'JE SV 1A STR E PJ G11 25,637% mation �ucpagd SllreO�150'11::of Kunnedy Avc.�9 If i:o th ed u,of DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 B-4 SHEET 1 of 1 C E I,11 Cfty of Corpus Chdsd (#E12103) Rock EnglimerIng& Tesfing alb., hIc. MR()JE( T Leopard Sh,e(::)t- FlaVirin k) Crc)ssR)wr1 6817�w)paiird Street Corpus ChNsfi, Texas 78409 t OCKTIOrl: t E)OP')rd Str(:)(:)t; Corpus C�t-uisfl, T,a aX O'S5, Tdephone� (361)883-4555 Fax: (361)883-4711 r4UMBE[R�� G1 12250 DAFE!'(S) DFWLED: 02/13/13 02/13/13 F�� E!!!� D DA FA fp Ip FORY DATA DMLUNC3 MEFHOD(S): HdIow Svm�Auger z A'FIU:MU:�G 2 LINI's z X J, �(NRJDWATE[R H14FORWATKXJ: 01 ui up Giroundwaqer(GW)was not ericouNon od dw Ing du Iffing opm zflIoi m; UP Z3 Drymd aijeri upon comrAeucin of(,Qmfing ujjerafinns rr.� z as , RL Mi z 0 LZ 0 Cr UP fr. > P6Y III.. Zr �15 W 0 < < 1111 z 0 Z✓Z W C3 a z (h W P. Q. 0 (Z) D�z SURF�A(,�E ELEVA'T1(,Y'1J.: r4/A < CID Er. 0 0 I�: u) U T:111- M u) DESC[RNF"TIM4 tt.PN NWFU M NgRE CE(425111 SIH EM ELM,, vi, dark,browin, rnoIst, stIff, Presence of S-1 1,7"j hrne wa�::, not indicated us�iriig phein(AphthM6n,a Wine Indicating s(Aution, SIH P=1.5 29 62 24 38 I 85 Sarne as above, dark brown ard bown, (C11 1) S2 Boring as teirrrflnated at as depth c)f 5-feet, Fnaa" Q ilk X oaA 0 pia as i 0 STMJDAFM Mi � V3fartIjjjjgapEr'rgIOFnS were pinfai i'ned Ur F1 - POCKET PB14E'T'R,()ME'T'ER, FRES�STAII`,JCE 0 by Em4oCom,a dIiMq sub mnsOanIl lo ME'TI1,iM GPS Coord,N 27'4T797'VV 97 G°a4 II - F,OCKEITI ORVAPJE!� SHEAR STRU'4GI H 24.955' BmIng�ocauoin �copad Struut�1(KYW uIf Port Ave, 2,'Nrom soudh edgu d payemuriiIl, T57iuliing Laine�rrasIi bound ii�iiine DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 L F BORING _ MEET 1 gad 1 a r Rock E nn:I neenulrq &I esp' gR:a Caoss4aawlrR tttt 711 eopard Street dOCAnCN, IL eopar tireet; Corpus hdsf„ Ttt a7 Chrrs� ex78409 ells rohRro MBER: G1 12250 Fax: (361)8834711 I•.0 ..... �.nnm.ry CXTE( ) MLLEE: 02 11 11 m 11 M /131° 3 02/1313 ..._..... _.................. "°........................ ._..............................__ _ _............. � ....... .....................w ..............................,.....,........... �.............._ .. __.............._....... w....... ..............._..... FpEi. XFA �A�ORA rORY DA— RR _ NG E1 HODS): _._..w___............_. .._._.. 1 SII tt� ��...... .. INFORMATION: ass tl o V I li ry 1, nr'r r,.t 18'Raand ca9 M18'rp on carr plleIllon of dripp�V�,r11;;c7p waIlionYr.'u, L-u d r II f a V fR,d A q,r "1 AA 1 i "N uy J IlI) (• tiJY 4A Q. a"AR 4J C1 �TY 0 19u I V u'g p1 CN .. ... o � U 0 n r 1lA dC pfd: t`dlA a.� °a r 1 , z rpa u r n k ,V,r,n • SVA �, SUM p ,y pq Ir II y' ....._r' p..,V.1�.111. .A CL, 4.� '!.J'I�\d,.,M'W�.. I� N 0., m�. ..w.' ........ ._ .` �" I..�° � � FCA'lf d�did $ _ f0f �4 d�R� �d Cyd. �`..l.. . . ............_ 8.-2.08 € 42 d8 12418 tt�°asun„ un�autt attott.„:;«�Iraa�a0ua" �"IrRa.R.aatt psl�na ���ar u� ����� �Irr�. r a h� r Iraa;�tt V jir rale u att 4 a.�l' a<Ar�'&"VRA n P�'e (Cl. d R'�xebttr� "�k4 .' u.�,rpiR�nn„-� pap�a;uu�dlKnpaQlroa�0�auprl, a VpMe liupa�li wY �stt'uanun. I 1 it N d:tt Saalr e a s above . 1 St S-3 ^ 8.tt;1 12 b V *' 6i&aVYV as above, .., i 8 CLAY, tttt ck ,dmous depovpttsvdd�sh brown and //✓ S � 2,ab , ttay„ rGstt, very stiff, tt.,V Sr I �••• -4A) 1,9 Saau.,as above. y-w 0 8 +'I,�.�� I4 P,IIr1 ����a� ���I::1 ,'' ljy yANbrown, R�u�. e(fiIIJIM (15M) Iru a•,ntt airy'�:'” S IY 15 b ,I 111 , a j .4 1 rp is baYuavn ua'RopsQ, rAre�ay sttuff S8pantt reaam Baa Ir ."q.b .. ttttarn"lorng was tta;IrrrrnlllrRautvad at a depth of 20--feet, 0 P1 STANDARD d-��:p�E FRA"'�' O TEST �~C�:"�,IISI Ap"����''': dip. A US�° a n,. hi,nillrgrfup+9ha�r,lpr,rrVgl,,�ru vwa rOaPa.;'T7111u,�p1r>n,V'�Il1h rtrY,�ulra,gruwnV,irarlsw�oxu,I�,'ia;uVY,orrv�-" P 1 r�.��..;�^'�E d a�`p"� .. O tt."p� p'�:p" R Sd S T AN4', E by Ili:nvimcore a cWflng au^,Mllr r„,717,raIllwan”ki 0 C'eTV, RE GPS Coo,d P4 m;27"4? T POCKET IFORVANE SI 1EAR STRENGTH G d H :n4.837', a.w.. VR2V''uaY+ V_o,1 AoYw Leopird&¢a u n 300'E of 11 a,sda, S! � I Vftorn ulcm ii wSqiu e+V I.Iavcn`luwooN; DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 i OG OFBORING B-6 Sf H!ET 'I of 1 CA E hfl': City of Corpus Christi (#E12103) Rock lEn(�ne�:Ong&I'esfinf Lab,, hc', FIROJECT: Leopar(l Street � Flakrr to Crosstown 6817 Leopaid Street �OCAIION: � eopcird Street� Corpus Chrisfi, I X > Cuipus Chrisfi, Texas 78409 Tdephaiire�� (361)8834555 Fax� (361)883-4711 rJUMBEFR, G 1122150 D -1 E(S) URH 1 02/13/13 02/13/13 A ELD DATA B FRA R-)R,"( 1)ATA DFN.L]rJG METHOD(S): .-AT.MR[:6EIRG FhHow Sknn Augeo LINTS < lPrq, 6 GROPC[DWA' UR fl!�!OA' z W UP 0 (3iroundwU@Rsir(GW)waseiincouiOeTcRMd during ddWng opemfioins, uua My mu opoin upon con qjhflion of 0 Hlirm3 aparafions. rr.i M z °Jjp 0 tt IN u as as cir UP z0 as m71 > z Zr Oz Pg RO < UP ci 0 z Z�3 0 Zr (15 U) 0 z SURJ!�!ACE ELEVAIIOPJ� PJ/A R�r. > :3 - p 0 0 a� 0 () 0 < < r:,Il rl� DESOUF1 HOP4 OF� STFIA FUM S� P=: 1 0 32 EM wrth gypsurn, gray and browin, rndst, finn, (C.1 1) &1 63 23 40 88 F�Ire�:�enc e of kne was not n(ficated ushig pp(,,indphtr dek), as lirne ir"*,,afijr]g sduflon, SH 3 2 S2 Fl-1 13aime a a s bove, s1 1) fiff, Boiding was teink ated at a der�)fl ii cff 5-feet. ave 1-5 YAMW < AFRK& N - S1 ANDA RD gym...JETKAHIS r' REIEASI ANCE' H31 R" F) F)OCKEI F F)EINROMETEA"', RE�SMSFANCE 01 FI(')CK,E'T T()R! VAhE SHEAR STRE!�NGTH by EnvhoCora,a d6drng sub consuftaint b RIE] at GFIS Cmrd N 27'47J94'VV 97' 0 24.774, 'r;10(YVV ot Doss SL;10'fircm sou I 'x 22 2!2LSTmW Fulda east bound Ila ir., DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 I OG 01��� 11130RIN(31 11��3-7 & �EEI 1 of 1 CUEP41", Cfty of Corpus C�dsfl (tflZ12103) F?ock En(0�ecm iii lg& To-ifing h m PRUJECI: Str()(::)t � 1hIQ to Crosskmiin 6817�eopaoi Sheet C'011'�)Us Chlll'Stl, R)Xas 78409 fill........ r'R)P,J: Leopard Street, Corpus Chr.sti, I X 'refephcme�� (361)883 4555 Fax. (361)883-4711 IJ U M B E R: C0 12250 DArl'(S) D[�H]JED 02/13/13 - 02/13/13 RELD DATA AB(ARA r'()R'Y DATA D"RH ]�IJG ME r] lOD(S): Eff. Hollow Stem Augo z ATTE11:111:EllPG a>aUNI's X GRUP14DWAI ER lr,C� ORMATR)r,41 �Z (koundwut ell,((WV)was clincounlIcred at Wduring 0 Oil lg operal1lons, uppcz OW at 1�'aind caved',A 14'upon comple"fion of dldllng opcmfioins 0 z m Mi (1) 0 NY > UP U ?� j Vv6aa s vb �z 0 z Q. 0 Z z SURFACE D EVATK P4, PJA U� Z D "D Z 0 hil 6 0 ij B ce! u) DESCRIP'TIOP4 OF S'PRATUM ASIPH/d r "92MEDE SS FA r CLAY,wifl calcareous depc)sfts, dark gray, rinolst, firrn, S-1 kkr 4 29 �rese%nce%of firne was not indicated usling pVdpO lthlakmhi, a llrne llidlcafing sokjtloin SANIYY SK:Tf CLAY,, Mth(',�ak',aire%ous de%po§ts, brown, rnofst, SS P'[::� 26 25 19 6 fi irrn, (C� rM�.)Sand se%arn S-2 5 5 ae kk:WD 24 26 19 7 ryatt Sarne as above, v(:.%ry soft. (C� Mf.) S3 S as N 6 25 Sarno as above, f4rn, 1 �5ANQY 211Y qL61'With cak,,aire%ous d(.%fx)sIts, brown and SS N::::2 ray, rin6st, soft, Sarld searn &5 Sarne as above, stqf, 2 10 27 may 15 Borfng was t('jrjrflh'�at(.%d M as de%ptll ii of 15-f(I%e%L In cr Ga a RU aaa aax 5 01. REMARKS, 0 IJ -S r'APJDARD PEP,JE rIRA r'RA`,J rEST RESBI'N14CE UD Bollng deplIhard locallm wm�d0eirmined by RIE'IL U POCKEI PEPJE rROME r'BR' RES�STAPJCI by Einviii-oCouc,a dirdlking sub cons'Waill to half,„.1 L,all GFIS Coord.N 21'47 795'W 97' POCKET R ARVAN�E & lENR 24.6'54% B06nig Localliom �copard Soud� 75'W olf Crrh;sluvoi 11:xpmssway�83ufa6lr luorjpro"(Jgf° nva 'Us” VV(P Weigli 0 olf V"'4 1 u I oeq DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 6817 Leopard Stre(:)t Enginerinf, &Testing 'I Corpus ChrGsfl, Texas 78409 Laboratory, lnc, Office: (361) 883,4555 F"ax' (361) 883 4'k"I"I KEYTO S011-gatAND SYMB01,-S UNIFIED SOIL(.X,ASSR� ---ly.21 X?i Ti"-:IRMS CHARACTi"RIZING SOIL, Major WvWons l-etter, Hatching CoLor NAME STMA"I URE Gw Ge a��je��j grraVEflS or gf, ",VeI sarid UCKENSIDIED havLing inchined pLanes c mixtures,hItle or no fines PSG as that afe sfick arg�i gbssy Ur wr appeairance Poody-graded gravels or gravei sand Pk GP P — GFkAVEi, imMures, fittie or no fines F"T`;SUR11-1) containing shirinkage C�Fracks, freqrmritty fifled wito firre sand AND or sflt;usua0y more or,Less verfical GF3AVEL L Y GMAf Wy gmve�s,graM—sand sHt mixtures so H IS cr 0 L AWNA1 ED(VARVED)- pose�j of Nryeis of vwyhrg cxflou andCOARSEteu �aaarra imm sand or GFWNED G(, > Ciayey grav0s,gravO-saind—cLay mWures sM at the:bottom to cllay ar,tifie top c UL.11� I CFWhABL Y colhasve sofls which break w'w mw MM -givaded sands or gwaveHy sands,fitUe Bnto smaH blocks or crumbs on Myling Sw or Im fhtrrs CAL CARE 0 4 JS cui�ta kd ing ap precia blle Co- quantifles of calicium cailbonate, SID Poorry-graded SarnaJS or grr avefly sands, gwiierafly rodWar. Uttle or 1110 fines SAND WEU,GRADED -having Wde rJaJqe io AND girMn sizes and substantial arTWUIrt,'; SANDY SHty sands,, sand- sHt mixtums of ali intermedl;ate paMc�c szees. S C OR S POORLY(3RADED -predorn0antly of one grain srze(unifunqy graded)or Sc (.�ayeysandssw)d (;iay rnkbmes tovIng a mrige of sizes Mh sxxne, 4wtermediate SZe�Yto»Sjog(gap rgr skup graded) [norganic sifts and vary fine sarids,rock flour, S.YMI B YLS F.OR i E-S'i-11 AT A sifty or c1ayey fkm sands or cIayey sHts Mth SIL'is Z cia-y-s'�-o'i'k'aw to medhin Pull as dcrt y W IM/C:-15--Nabuar moistuie cointent in AND Ci. rij gmelly cLays, sandy clays,silty cLays,Ilean percmtt' MAY'S days < 95 Dry unit w6ght Ll pm/cu ft Organ�c sHts and uiganIc,au c, ay of 0"P FHE �oasficfty GRAINED Qu=P.23--L Mconfined compresskxr SOLL'S Morganic silits,micaceous oo 6atornaceous strength m tons/sq ft, W0 ft6tr Sar"Jy Or SiLry 5(nIJJS'eVaSjj("'SiLLS 51 -21 -30--L.Jcphd fimit, PLaSbC firTflt, SH.i S and F:41stic,-Ary iridex, AND AYS CH Vnorrjaviic clays of rflgh L)n@sdcfty,fat cllays 30%MM"R ,Flercent finer r1ran No.200 U >50 mesh soave .A A Organic cotys of merflum to high pasflcity, 1 CH AA.. 30 SIF: ....Iflows,cer foot,Mandard o�gark sf�s e n etjjrZjtn�r�iE"St, "A,A� P ITT" . . ........... .............. ... ...... ......... ...... GwumJ War(or tabie Hg G' HY ORGANLC P I Z Peat and otnerr Son's Mghiy organic soflrl rr -J P ERMS DESCRIBMG CONSUS i ENCY OF,SON- COARSE GRMNED SOU.5 FME GRMNED SUILS DIE�SCRW 11VE T ERM NO,Bli-Ofd I Y-1%S'r ANDAR NO"SWWS I F`r,,M�AfVMFU.) FIEN, FES i DESCRiPME TfEr"M PEW TEST COMPREMON [ r'ONS PER.13Q.r�i Very loose 0- 4 Very Soft <2 <0 5 00se 4 .110 Soft 2--4 0,25-0,50 Finn(medium) 10 30 Fl�asdc(med Stiff) 4 8 0,50-1.00 Dq:Nme 30--50 stiff 8 15 1.0 , MO Very Dense over 5O Veoi Sfiff 15-30 2.00-4,00 30 cweir 4,00 lwd cLassificadon for "('forrsist encry"is deter n6ned wfth a 0.25"diarmter penetrornf-,dor, DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. SUE ALONG LEOPARD STREET •. � w`�,„ .sur � °'m„ ��m III@i g rdfl a� P w r� r I 1 � �G W m� rl0}I �h pp , r 1 I / r - r • o, I Prepared for: HDR Engineering, Inc. 555 N. Carancahua, Suite 1600 Corpus Christi, TX 78401-850 Date: October 15, 2013 Prepared by: r,149RVE, Inc. TBPE Firm Reg. No. F-2037 820 Buffalo Street(78401-2216) P.O. Box 2927 Corpus Christi, TX 78403-2927 Phone(361)887-8851 Fax(361)887-8855 www.rve-inc.com DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 SUE ALONG LEOPARD STREET TABLE OF CONTENTS ' 1. Photos 2. Sketches by Locations 3. Table of Findings ' 4. Map Drawings RVE,Inc. SUE ALONG LEOPARD STREET 603-13014 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 o as Y F r y e PHOTO NO. 1 Location #1 —8" CIP Water Line on Leopard Street and Palm Drive. (4.0' Cover) i, y�f yJn �r/,�rtiG r IIII „Ilio ll� YiY4y iviv� PHOTO NO. 2 Location #1 —8" CIP Water Line on Leopard Street and Palm Drive. (4.0' Cover) 603-13014 Page 1 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 PHOTO NO. 3 Location #2—8"WS Gas Line on south side of Leopard Street on Palm Drive. (3.3' Cover) ill PHOTO NO. 4 Location #2—8" WS Gas Line on south side of Leopard Street on Palm Drive. (3.3' Cover) 603-13014 Page 2 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 iii ✓;; �/��m n r ,1 i � I( PHOTO NO. 5 Location #3—6" CIP Water Line on south side of Leopard Street on Palm Drive. (2.6' Cover) U u airy �; p m i l U fl u � t I+ PHOTO NO. 6 Location #4—8" WS Gas Line on north side of Leopard Street on Palm Drive. (2.3' Cover) 603-13014 Page 3 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 . r rr r r�Jr r /J/, �/� �PUh'P (/ ! f `i ✓ rrr /J�>%�/ifs rr,�1�'���r%i�%lir///��rr% � r r/j ✓ or r o�r i�lrl/��ll/���✓I'. r � ,��✓/4irii/ e �r � �/ '��47r�,�y�y���lk'i���r i ��Jk 1 it' v(Oi r G / ,r � �✓ r l N� )q%r�` "� � � �i� Y✓i�rl��(r > J�i��r�rfi�J��i'� �,r�f���� ry r� d'A I�yr���'ryyr �,U�w�✓��/��ry���Yr�Y"Yi KI��, r� a M.�r m r �°�� I r✓r, �r I��"d�l� ���rvri'�1'���;;y �� �. r �hYl . I! 1 � I�B� (� rr rr 1 d J, �r�"' � "✓�°l i PHOTO NO. 7 Location #4—8" WS Gas Line on north side of Leopard Street on Palm Drive. (2.3' Cover) '",U J, ,r rfi (I �!d q�� ✓''�n 0 i' a f✓v�,r» � r r q ! ✓6��7 ,,.. r f r' a i cif� ,�'i� r�"✓r 1r� I ����f �r�(�✓��� r z' r r✓ !r ✓ %f � rl � �1 d� u fir 111 � '� � I l/✓P( '�� /�' I �(�. r/� /r 'P? hr �` ar9 I�'i � 9 ra I`f rr�ir���� ° ✓ �1� �, ' ;�,� f ir. r ✓ rr u�P�' ail r d����u(✓i1r''P " ,?n,"Y� ,���r�i'f N� 6'// I✓9 r f y r�l�r(� I r,Wyk n � '� � wr ��'rrn rJ r oj,i�q r, r til�lk °V" i y y r r Uq(lk," �r r✓ c'.r r r r, i{�dr qrr r i r �u � �i tl"' V✓ r� �r. r it rl,�riW Ub � /l '� '� � a ru tl"' � ✓ "" ''� ��4#�"„R" Y r �Xlur��f r r /? rp r � / , ✓ i r ✓ � o ��Y✓dy�� ,A ! n�v r,, 1 ry � � m �r H urv;r�✓�✓,� y " ,+°�� �`��",�/ rr r( md��rrs� ;�.r2�� �����i�y�jV �a �r 1 r ��Yr✓!+Grp q��� � � r� � �� � �� �� r ar vey r r✓r � �q', it r I W 7 y 6 rL r 1 a i ;h >� rr � r �Y II a. �# '� r � ��t � '� �Su'y�� fr a ✓ � 4 :4 v r r +V N✓ � 4 �Y N� @qy p v �'� i r7 r 'r 1 i '" NN�Jr i ��i '4h a u S� ? �t ��'i. ,'��Ih th' ✓W� i r ✓�. nR �"di awz 4d c .� s� i� � �Vj�u� i � � �r%f n'��Ylw➢ � +� `�rC ���i n r°�'�� ° y��pJ� I �d' PHOTO NO. 8 Location #5—2" WS Gas Line on north side of Leopard Street on Stillman Street. (4.8' Cover) 603-13014 Page 4 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 w i I- I b a A PHOTO NO. 9 Location #6—2"WS Gas Line on north side of Leopard Street on Peabody Street. (1.6' Cover) ��(d�wuwm'an rnri,�,�rU r µ�(fw�Vl f 6D r rr 4 I tutl h v i I J PHOTO NO. 10 Location #6—2" WS Gas Line on north side of Leopard Street on Peabody Street. (1.6' Cover) 603-13014 Page 5 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 1 f Y ydq R Ii / 19l lG�r 1 6 n i lr PHOTO NO. 11 Location #7—8"ACP Water Line on north side of Leopard Street on Peabody Street. (3.5' Cover) i � 1 � 1 I li III II ��I Wi..l 1 �,II i� � m r//<'�Irr'�G^ r dr✓ � � Iu, I I I IIA V I 1 °p 1 ¢LIIP I I i f i PHOTO NO. 12 Location #8—8" CIP Water Line on north side of Leopard Street at Kennedy Street. (4.0' Cover) 603-13014 Page 6 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 u" i �•Mp� r r" PHOTO NO. 13 Location #9—8" C 900 Water Line on north side of Leopard Street on Lexington Street. (2.5' Cover) f"71 r d'��+r�Y r i(I��" ,�,�� r tr 1 " .' �� „N) ���/J"liu lc'�j �"� Y'�.,+�fr�"''�✓I��r+�'w�l f � �r ��,� r jd � + ✓ .r ,J��� �"�ir � �� h � � ��j+Yfr� 1 rid r � .Ya r �, tk•� �i + �+ ! + l � u PHOTO NO. 14 Location #10—6" CIP Water Line on south side of Leopard Street on Port Ave. (3.6' Cover) 603-13014 Page 7 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 r .d ry s p f I v WY 6 r{ r ` r PHOTO NO. 15 Location #11 —4" WS Gas Line on south side of Leopard Street on Port Ave. (2.2' Cover) i a j. rr PHOTO NO. 16 Location #12— 10" HP WS Gas Line inside of storm manhole at Leopard Street and Port Ave. (9.6' Cover) 603-13014 Page 8 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 , l r PHOTO NO. 17 Location #13— 10" HP WS Gas Line on north side of Leopard Street on Port Ave. (7.2' Cover) r of � i m r�, a ' r�s�°✓�Orcr Y�ay�i i G �g r / /! c• P � lr� �li'l��r�rar � i. rr, f f, 09 i ,,�� r✓�r I i� l'�i"71��` � it,� '� hrfi�y„��;v�l%��ur?;� i '� a t r; PHOTO NO. 18 Location #14—8" CIP Water Line on north side of Leopard Street at Railroad Right-of-Way. (3.7' Cover) 603-13014 Page 9 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 . r ,r PHOTO NO. 19 Location #14—8" CIP Water Line on north side of Leopard Street at Railroad Right-of-Way. (3.7' Cover) a Y i , �yy u PHOTO NO. 20 Location #15—2-4 '/2" Celanese Chemical Methanol Gas Lines on south side of Leopard Street at Railroad Right-of-Way. (5.9' Cover to top of 6" casing—East line) 603-13014 Page 10 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 a� y i it IM e„ u PHOTO NO. 21 Location #15—2-4 '/2” Celanese Chemical Methanol Gas Lines on south side of Leopard Street at Railroad Right-of-Way. (6.0' Cover to top of 6" casing—West line) y n u a hl ioii r k i � h d e , A t i C i� �✓' �n NC r r�rry�� i awl m r � � d a V PHOTO NO. 22 Location #16—2-4 '/2" Celanese Chemical Methanol Gas Lines on north side of Leopard Street at Railroad Right-of-Way. (6.2' Cover— East 6" casing, 6.5' Cover—West 6" Casing) 603-13014 Page 11 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 r � + Y f � I ; 1 tl 6; i +�r + Fr i i I � iq PHOTO NO. 23 Location #17—2" WS Gas Line on north side of Leopard Street along the Railroad Right-of-Way. (2.2' Cover) + J, y a PHOTO NO. 24 Location #17—2" WS Gas Line on north side of Leopard Street along the Railroad Right-of-Way. (2.2' Cover) 603-13014 Page 12 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 4a�ru( � ��py��d9i/���h�� n�r lY�� �1P h�i�l�✓� � r ww r� �.i�� �� �I1r ���f�5 r A{�/ 1�!/ 1 '� I��% �A i�/i� �% ✓� ir'ii�f�A��l/// n t �.✓/ F s �� U�{r /f y�fl y�/ '�r i� r7 /� � iPF' r i)t���/�(�'i9r� /✓/ j ✓���l f% r �r �i �� f µ9 1 � x � >>r ✓ 1J1'� i� y�� y�rt/� �l/�'/� '������✓��� ivl i�r��S v✓%/1 nVV 1�'�J i r�iiii �Ir�r/yi� �✓ �l ��� ��N� � ���p i�� r �� kr � 6 '"1` v G d� >�1✓ a1 v !!!����f r r 1J ,' i. i i�, h "✓ r� i 1 F "( A lw"f� ���� r,/l� �t2 �ti mai 1� A ng9✓k�� �1��1�„ r,d�d���� �ii ,�'�J`f�", o � l/'ti �� Wn iyit Wu'f i�'il III ISI ✓ v y�f fi r J' I �'rH'+ I' i I � PHOTO NO. 25 Location #18—2" WS Gas Line on north side of Leopard Street on Lester St. (1.6' Cover) r� 5� „II PHOTO NO. 26 Location #19—8" CIP Water Line on north side of Leopard Street on Lester Street. (3.0' Cover) 603-13014 Page 13 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 I f I x I I,rr Gwr �A i PHOTO NO. 27 Location #20—8" CIP Water Line on south side of Leopard Street on Doss Street. (3.1' Cover) (%%%%/r PIY�✓/ 0////%�/iiI/�f�/i����//�✓/I/r fi/rr/V ^�ivm9 I IIVIIVIIII 111111111111111111111111111111111111111111111111111111111 4 ' � °d � hill V VuVVV I VIW"uuuuuuuiiiiiiiiiuumiiiiiiiii 1��������1����/r%r�r.��%/r/%i r✓ir�, ��f Y`rj/ -.�/ �i�to//�r�Im�VIIWVIL�f� `.III° �VIY %�>//%/�/����i��i�/°/�1�r/ ��� �i ��/✓�/��err„�,! �� // ✓�y"��.� I" II I, I um um /f�✓�'Ylr t W w r�r>✓1 ri iJ F�✓r r(�Pf rH r,a rl %i � I�ViG ��/�/�� / / m, 11��y��� l X17 r✓ � / �' ur r �r� �lu � l�J i r /i �/�r"�>✓Iv`/,%'��a r,r j�l�ti �/�l��r�a�;��i✓�„ +r r r4� ` fyrJ/ �l(!�/ Vit,/7 />c���yY r W r rif)ir�ir�ry�'if��r� �/���lap %ary�'i�Y,��rrl �"'.rN'`ref l S ro2�r �rr/ �! y(/r��r 1✓(ia/ r n i/ l of /�����r' ` , �����Yr�Y�/y��w�tmri,F�V�i,��ri�WN YYifr�>u,vi�r�r �,�fJ F�/�y�1(W+��i����l/�'1�✓�'mr%�✓' �f / 6� r�R. i ri/ ark�r%6%,/�,V�d� �1;?(g, 8r f�1��1'�'✓ �%�/arr/Jl�1vYm��Hit / Irl✓�7rr ///�Ny✓lyYtSmr "rmmvm�>�1�1j4 r rrr r r/i� li�i�11+A �Iriyru�i/�r it f>��/i xvr��//1��1 I 1 /i r 1 rrY >'ll'D� o'✓✓fir ! >-a �"+"�, ,l r T W Jig f, PHOTO NO. 28 Location #21 —8" CIP Water Line on north side of Leopard Street on Doss Street. (3.4' Cover) 603-13014 Page 14 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 e, , w i N a LL z v ; d i PHOTO NO. 29 Location #22—6" WS Gas Line on south side of Leopard Street on Doss Street. (2.7' Cover) Y MN1wp9��f.Mmo��NyfND"1�N9Y N Y4I�MI✓Q'"HM,"'i'Y mp j � I y�or I u „ PHOTO NO. 30 Location #23—6" WS Gas Line on north side of Leopard Street on Doss Street. (3.8' Cover) 603-13014 Page 15 of 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 HDR ENGINEERING, INC. PHOTOS LEOPARD STREET SUE Date of SUE: 9/23-10/7 ) r irk r� 1 r i int V it i ISA �yi yy r W� PHOTO NO. 31 Location #24—6"ACP Water Line on north side of Leopard Street on Cleveland Street. (1.7' Cover) Note—City claims the 6"water line connects to a 2"ACP water line l i �J��1"r��util ��yr4P� I iV ti�Yo'GrrNvONh F ����Y j i r p a PHOTO NO. 32 Location #25—8" CIP Water Line on Leopard Street east of Antelope. (5.3' Cover) 603-13014 Page 16 of 16 DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 FEW%O rr i AJ` r 20 t ,,M, �nLJ i �l �a if E r r t 1 I DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 re f J i i i IIS Rf / .... .... °w DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 a ............... GywA1l Fc , �.�✓ � .... i 11 WyEly �iI I ILII L � I Ii I1 ........... ... � IIII I � DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 „ i r � rill r 310 A- Q tul s fj . :.u:::/ l...,�, .ray �", I 1�„�r�l r /. .__. �w� DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 , MX , l7, cF ' , /HCl M`° �I�, i ,✓ 1 as ' r r DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 �I . t.., 14 r b z a 7aPM ,e f .I ,, SO t t DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 i / ' C o ! I __I .J.�._... Ir JI i DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 , li ................ .] yf .......................... II ! ! I L i � � I IIi r �� uuuuuuuuouuouuuuuuuuuuuuuuouuuuuuuuuououoiouuuuuuiouuuuiouuuuoioioui�uuuououuui�uuuuuuu�uu�uuui�uuuuuuouuuououuuuouioioui�i�i�i�i�iui��uu�uuiu�������� u��wlu��� t� DocuSign EnvelopeID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 41 I im I �. 1 J, 1 CI Iii J.. � � DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 km I i ^p , DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 LEOPARD STREET SUE DATA LOCATION POINT UTILITY TYPE SIZE DEPTH OF NUMBER COVER 1 51100 CIP Water Line 8" 4.0' 2 51101 WS Gas Line 8" 3.3' 3 51102 CIP Water Line 6" 2.6' 4 51098 WS Gas Line 8" 2.3' 5 51096 WS Gas Line 2" 4.8' 6 51090 WS Gas Line 2" 1.6' 7 51089 ACP Water Line 8" 3.5' 8 51085 CIP Water Line 8" 4.0' 9 51108 C 900 Water Line 8" 2.5' 10 51057 CIP Water Line 6" 3.6' 11 51060 WS Gas Line 4" 2.2' 12 51106 WS Gas Line Inside 10" 9.6' Storm Man Hole 13 51054 WS Gas Line 10" 7.2' 14 51044 CIP Water Line 8" 3.7' 15 51048 Celanese Chemical- W4.5" 6.0' 51049 Methanol Pipelines E4.5" 5.9' 16 51042 Celanese Chemical- W4.5" 6.5' 51043 Methanol Pipelines E4.5" 6.2' 17 51045 WS Gas line 2" 2.2' 18 51032 WS Gas Line 8" 1.6' 19 51031 CIP Water Line 8" 3.0' 20 51023 CIP Water Line 8" 3.1' 21 51014 CIP Water Line 8" 3.4' 22 51024 WS Gas Line 6" 2.7' 23 51018 WS Gas Line 6" 3.8' 24 51107 ACP Water Line 6" 1.7' 25 51007 CIP Water Line 8" 5.3' DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 l_..__._._._..._. .__..___._..__ ..__. ___..__._ ._,__�._.,_..._.___ ___.rveysfor Leopard StlSUE1SUEData1HDRLEOPARD SUE CThursday,October 1Q20132:16PM 51007, 17179898.131, 1336572.791, 9. 979,wl 5.3c 51014, 17179951.898, 1335978.417, 14.493, 8in 3.4c 51018, 17179974.299, 1335998.402, 14.701, 6in gas 3.8c 51023, 17179787.591, 1336019.325, 15.114,wl 3.1c 51024, 17179764.034, 1336035.199, 15.457,gas 2.7c 51031, 17179977.612, 1335725.766, 19.105,wl 3.Oc 51032, 17179971.074, 1335711.715, 18.486,gas 2in 1.6c 51042, 17179944.402, 1335278.492,21.081,pl 6.5c 51043, 17179943.659, 1335278. 927,21.089,pl 6.2c 51044, 17179956.094, 1335276.525,21.296, 8in wl 3.7c 51045, 17180112.247, 1335378.163,21.721,gas 2.2c 51048, 17179868.497, 1335236. 912,20.669,pl 6.Oc 51049, 17179868.284, 1335237.675,20.712,pl 5. 9c 51054, 17179989.472, 1335007.370,21.295, 10in gas 7.2c 51057, 17179858.291, 1334931. 935,21.334,wl 3.6c 51060, 17179701.507, 1334844.021,21.189,4in gas 2.2c 51085, 17180012.744, 1334147.561,21.540,wl 4.Oc 51089, 17179980.225, 1333809.528,21.779,wl 3.5c 51090, 17179991.329, 1333796.079,21.580,gas 1.6c 51096, 17179995.363, 1333436.189,22.057,gas 2in 4.8c 51098, 17180042.873, 1333094.418,23.053,gas 2.3c 51100, 17179911.482, 1333082.208,22.756,wl 4.Oc 51101, 17179783.184, 1333084.885,22.371,gas 3.3c 51102, 17179875.644, 1333117.308,21. 921,wl 2.6c 51105, 17179900.470, 1334955. 971,21.421,pl 9.6c 51107, 17179922.609, 1336206.710, 10.234,wl 1.7c 51108, 17179967.489, 1334528.666,21.114,wl 2.5C -1- DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 I +, o �P �P G txr ----. u" . LOPAW GiG o DocuSign Envelope ID:93524C8C-9BAD-404B-A46F 3BB5850B76E8 iw tK ± ; cl, Ob 4D �. 16 , 51 DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB5850B76E8 NQ) 41 — ^� i h�Ob ^� 41 On U) r AND 1 OiuuJll ""gym ...., ...., "V DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 ASTM 1527-05/AAI Compliant BAN16 The Banks Regulatory Database ReportTM ENVIRONMENTAL DAI'A Monday, March 18, 2013 A DIVISION OF T11 IF, IBANKS GROUP Client HDR ENGINEERING, INC. 555 N Carancahua Corpus Christi, TX 78401 Target Property Leopard Street Project Corpus Christi, TX ES#: 104627 PO#: 203103 1601 Rio Grande Suite 500 Austin, Texas 78701 PH 512.478.0059 FAX 512.478.1433 E-mail banks@banksinfo.com DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BAN16Table of Contents ENVIRONMENTAL DATA Leopard Street Project A DIVISION OF TII IF, IBANKS GROUP Database Review Summary Maps 0.25 Mile Buffer Summary Map 0.5 Mile Buffer Summary Map 1 Mile Buffer Summary Map Topographic Overlay Map - 1 Mile Buffer 1996 Aerial Overlay Map - 0.5 Mile Buffer 2004 Aerial Overlay Map - 0.5 Mile Buffer Soil Survey Map 10 Geographic/Geologic Summary for Target Property 11 Water& Oil/Gas Wells 13 Mapped Sites Summary 1 Unmapped Sites Summary 1 Site Details Mapped Sites Details 1 Unmapped Sites Details 249 Federal & State Database Definitions and Sources 258 Disclaimer 261 DocuSign Envelope ID: :935224TCi8CC-9§DAI'A BAD-4048-A46F-3BB5850B76E8 BL 11 �IIDatabase Summary Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Databases Searched Distance Searched #Mapped #Not Mapped Total Federal-ASTM 1527-05/AAI Required National Priority List(NPL) 1.000 0 0 0 Delisted National Priority List(DNPL) 0.500 0 0 0 CERCLIS(CER) 0.500 0 0 0 CERCLIS NFRAP(CER NFRAP) 0.500 0 1 1 RCRA CORRACTS(RCRA COR) 1.000 3 0 3 RCRA non-CORRACTS TSD(RCRA TSD) 0.500 1 0 1 RCRA Generators(RCRA GEN) 0.250 1 0 1 Federal Brownfields(FED BWN) 0.500 1 0 1 Federal Institutional Control(FED IC) 0.500 0 0 0 Federal Engineering Control(FED EC) 0.500 0 0 0 ERNS List(ERNS) 0.250 0 6 6 State-ASTM 1527-05/AAI Required State/Tribal Equivalent NPL(ST NPL) 1.000 1 0 1 State/Tribal Equivalent CERCLIS(ST CER) 0.500 0 0 0 State/Tribal Disposal or Landfill(SWLF) 0.500 0 1 1 State/Tribal Leaking Storage Tank(LPST) 0.500 33 0 33 State/Tribal Storage Tank(PST) 0.250 23 0 23 State/Tribal Institutional Control(ST IC) 0.250 0 0 0 State/Tribal Engineering Control(ST EC) 0.500 0 0 0 State/Tribal Voluntary Cleanup(VCP) 0.500 1 0 1 State/Tribal Brownfield(ST BWN) 0.500 0 0 0 State/Tribal Hazardous Waste(HW) 0.250 12 1 13 Non-ASTM/AAI Required Databases RCRA(RCRA) 0.250 8 0 8 Dry Cleaners(DRYC) 0.250 1 0 1 Total Sites Found 85 9 94 Page 3 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BAN16 0.25 Mile Buffer Summary Map ENVIRONMENTAL DATA Leopard Street Project A DIVISION OF T11 IF, IBANKS GROUP a "Al f 11 01 " t^ ^ 0 PrJ` 0 5t 32 �uttd,..a dry ' yy BU t!130 sit� 0 29 rtt, th q.Kun0 _ AC nlehaa 31 .12'..., i 2Ca , 2 U7W1, 3 .. O ? rs 11 d 5 '1 eapa 2 2 ....., t1 Jou 1 tin 1t1 015 23 .... 24 21 23 n �Ca III ®R Lei 33 G .... hkarewavj 8t Hum Id 31 �I a TAU 4,111 Pla"P � W i P u a� ., auttaol� � p � ,tcpsua e�1� N i o a tk 1. One inch=0.2 miles Target Site Limited Access Hwy ., Railroad �'I ®Single Site Cluster Site ®Large Tract Cluster Site I v'. with Large Tract /I/ Primary Highway County Banks Environmental Data RCRA COR,RCRA TSD,CER,LPST,NPL,ST NPL,SWLF cw:ter site Secondary Highway State 1601 Rio Grande St.,Suite 500 ®Single Site ®Cluster Site ®Large Tract ®with Large Tract Austin,n1 -478-78701 0059 RCRAGEN,ST&FED BWN.ST&FED EC,ST&FED IC,DNPL, Roads Urban Area PH 512-478-143 CER NFRAP, PST,VCP,ST CER � FAX 512-478-1433 Ramps Water Bodies banks@banksinfo.com ®Single Site ®Cluster Si to ®Large Tract ® cluster site WWW.bankSlnfO.COm w ERNS,IHW,RCRA,DRYC,AIRS ith Large Tract Page 4 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BAN16 0.5 Mile Buffer Summary Map ENVIRONMENTAL DATA Leopard Street Project A DIVISION OF TII IF, IBANKS GROUP iE IP.�AAm t� 44,1 , ._ ^S � T � h. 49 �• Vin; 44 38, d' a � 34 l.a ,. 1 �� .35 '11 Ifs A'28 - 0 BIll .. �r , ,: 29 4 2 3L6 r 4"1 tis' Md•Heu��,,, i ray., "�"�r "M 45 N4Y N 38� 50 Iola-, �.,. .. 4 .. Lan �a:�d �u 16q 8 8 x 3t ;u7 O� f 1�rtt a, .., O 2.7 37 '' 15 �4 1 X39 18 � 0.,81ew1 pl3giy0� 0 k1a 2 ``a. L 21 O �24 .... or w s wCh23 f 48 ristir TX 33 A k�AMol Ar&,fit 1� —rt 8L --rd X4'1 I ,Ott$1, ��... 48 ,.,II*Hvbat neror d ouw'1TASu,d IDD _ ra�al.M'�t. ... fir" 4 ,t� _41 tato �..44 ra r' t TJ 9f �Lctu III,, Cote H5,A,'Vo One inch=0.29 miles I Target SitewitthhLarge Limited Access Hwy ., Railroad �'I ®Single Site Cluster Site ®Large Tract rgeTe Iv'. Tract � Primary Highway County Banks Environmental Data RCRA COR,RCRA TSD,CER,LPST,NPL,ST NPL,SWLF Cluster site Secondary Highway state 1601 Rio Grande St.,Suite 500 ®Single Site ®Cluster Site ®Large Tract ® Cluster Large Tract Austin,H1 -478-78701 0059 RCRAGEN,ST&FED BWN.ST&FED EC,ST&FED IC,DNPL, Roads Urban Area PH 512-478-143 CER NFRAP, PST,VCP,ST CER � FAX 512-478-1433 �` Ramps 0 Water Bodies banks@banksinfo.com ®Single Site ®Cluster Si to ®Large Tract ® cluster site WWW.bankSlnfO.COm with Large Tract Page 5 ERNS,IHW,RCRA,DRYC,AIRS DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BAN16 1 Mile Buffer Summary Map ENVIRONMENTAL DATA Leopard Street Project A DIVISION OF T11 IF, IBANKS GROUP ly - Naa1. nII F4yii �4 �rRK—«- ,-+,I- o- a-•�,�, �v ; � r � I w G + la t QVC64 idlry Ql 54 �,� 5 I� 4 �t ` ay1If qI, ISGt IIfLL,LftN1K4,P, 41, ullill 49 r. a' I 38 .wSrd 0 4S 42 " Sir wau�sl..., 32150 ?yl pr - i8 10 11 1� � � 39in:I e r 1 ip 15 391 sq, ,t 0oz r 244D 2 1,9.,, 20 : 416 33 „ wo ,. � Z, 4 w�'9 t rw h :,G P '481�t1� � I �tw d"3 , Idl 4 lu'atM1IAY � f4�r"�u � i s � 4 f � I I t, 52 �� M�"fir � t IIS r `�ahJ� I�" ,... � k1�a1" pp Iry 'A .,, ISI` " Mary.�d U'!dlPlO 'fly" P Irh" h St..L Y9 Id rta,;- ABY�t �.......: ,�r�� � .,��, Jam➢ �.".� � I�.,a m ... - '� " 'N dy �•, _ ... `M,., ritll c. �f 61Rau T,.ti T .r "' � � One inch=0.46 miles Target SiteLimited Access Hwy ., Railroad �'I ®Single Site Cluster Site ®Large Tract ClueteT Iv'. with LargeeTract /I/ Primary Highway County Banks Environmental Data RCRA COR,RCRA TSD,CER,LPST,NPL,ST NPL,SWLF cw:ter site Secondary Highway state 1601 Rio Grande St.,Suite 500 ®Single Site ®Cluster Site ®Large Tract ®with Large Tract Austin,H1 -478-78701 0059 RCRAGEN,ST&FED BWN.ST&FED EC,ST&FED IC,DNPL, Roads Urban Area PH 512-478-143 CER NFRAP, PST,VCP,ST CER � FAX 512-478-1433 Ramps Water Bodies banks@banksinfo.com ®Single Site ®Cluster Si to ®Large Tract ® cluster site WWW.bankSlnfO.COm w ERNS,IHW,RCRA,DRYC,AIRS ith Large Tract Page 6 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 16 Topographic Overlay Map - 1 Mile Buffer ENVIRONMENTAL DATA Leopard Street Project A DIVISION OF TII IF, IBANKS GROUP w w r" la i r s'fk 7Xa d ,u AF � 'm r kt 1 -*' �ga^" (° b �9 a n fr..r� +s�, ,� tA Pi d� w r z 0 .� E. •� � "'w „� y� f it ;, IF 10w -0, c � � � �'�° P��'�'r,� �5 � � � •,r � ��,� �_.a �� r$ "" 'Rq�'° r m w�� � � a ,�:.,f� ra'�-`I'�" A, ° ���,,.., '� AI�< ,�r �a'mr :,°. � ��rr., '�'��: �� �:, Tt �✓rJ.� .i'- �:l�y�..YY f d �"��,Xp6 54 Xf 4 r ,.m -➢--� � s wwsa' �� ° -�":� �'Y ': �.�I,�,° ,� �,� ,rl w � o- r 5�.��m �,�re,P�rwr `" �^�_ � �"X� r ° 4 k�, k y 3 r§�s v ad 7 � 3 r d ����p F 51, '40 $ �w 42'""" ham' a- 47 " 20:' 14 1° „27 r b1 ? ,IIIIII 2.1a 3 K � Iw.•�a ,�" �" � Y t .a 5 r,' ° tll a : ru ,�'�,.:.w� �y..a",-' •+,pa 'r r 52r " R�ifp " blrAw! kr r —r I�u;n'° w- •rl". � u.� a� I+ -�.V ^.«•,�. ri'r: .�. r t n Y w` 7 9 V p '9 sVM f Il " f p� tl @.., kAry� i.. ��,� �N tl •" � I M 1 �' ���. �.tf� tld I� 'rA" � "•�.,,,�.. 'e .., it 5�:, �,.,�Mr' C� � I '�� "b� �-.� rp'r!!: "r � `r 7 °��. t•.o ��.b� z ' � I r " °m µ gp v I p"I ��wp,' �� � „ �s, •r � "�4 h � �r io I � ^� a a�R I ,,,,, �"_ "�'. •`��� V,¢vro�. w. qtr � �u w.�m, ..�.. w .�. 4 °F �° o�� �,.ri '�: � �„ :; �.J'"a"" � Irk One inch=0.46 miles Corpus Christi(1975) BAN * Subject Site of Exlzting Matl I W.. © _ Banks Environmental Data y "ne 1601 Rio Grande St.,Suite 500 y ® T �� Austin,Texas 78701 PH 512-478-0059 FAX 512-478-1433 banks@banksinfo.com www.banksinfo.com Page 7 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BAN161996 Aerial Overlay Map - 0.5 Mile Buffer ENVIRONMENTAL DATA Leopard Street Project A DIVISION OF T11 IF, IBANKS GROUP n ' + u a rg r o a y m � ro r , Y r � + r 0 ':. row y i ,M, ;,�' 11 i�;' � + r� ��P � f d,�iP��ymi�7� ,Lv"Y' m�>✓1( y � � � �'� rrx �y�jr'r � u�� ' � �� � '� r °'" ' i�rw mr, I rrn� � um� iVi.�Sfl m f ^�� P 1 ���� �ro'm yw���'wn• o Wma �v r Irir ^� sl ri ulk i71" W r MY w�llL I,y mr N` �,o, �., /,. ��;� tri, I�j{ � � �� y�r / 1144N?�'" ✓l�'+ If�y�'w°^� ; 11�' ra , r � � n a��,; ,�nwN';-''C' �` �,.�i �°�C J i4 d� � ��f '�� ,/� &���+V�ili�(r7��r••� h � p'� +' One inch=0.29 miles Subject Site Primary Highway IN Banks Environmental Data Site State Line Cluster cowry Line 1601 Rio Grande St.,Suite 500 Austin,Texas 78701 Large Tract Roads Et Ramps PH 512-478-0059 Railroad FAX 512-478-1433 Cluster Site Limited Access Hwy banks@banksinfo.com with Large Tract y www.banksinfo.com Page 8 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BAN162004 Aerial Overlay Map - 0.5 Mile Buffer ENVIRONMENTAL DATA Leopard Street Project A DIVISION OF TII IF, IBANKS GROUP ,J✓45��'rc YP P,;," t X ,'0jid�;J�`Y°, „�rr�U �fl,r'�rlta� l;„�r ,1"�r y'a����f��a rJ,l»(��rrory � 'X` �,�� „a � � 1J����/�—;�i G11V� ;,.',,, �,,I }.. a���r� ;..��7p�rr fy r;r f. l���i`'��f' h'z /�� �;'"at`„a i l�/� ' ,� ��G� �I �'r, 1 i�Y�,%(y}N�Idw r�l�l� 14» 1y �w, fry( /"� ,.J�i�4 ✓ � � 1Yi"'r 9�� r-�,��;. �111��1-;yr"`�` ,. P � '�r;,. ''� �✓�rr�m�, N�a�� w,l4 !" m l l�it�✓ � d� =��rr ;.��ua r�„ I �/ iy Ya� ,i h� � � ul w ! r `",r� � ,�. r^X j(/ ri � '>aY ;' f ,,.,, »a-./�r � � ��n' ;m,,.v, /��/r�, !JY I� mr nJ yY"� � r r / J✓p n/,a ;n �. 7w�u^ I�`",a'"o�q a�^^� �/f�/'U��fi"I�4 ,v 'yi„ � �r"r Y/�hY,'^ :,�c r r �� ,,,y , ,. �r�/j r ,�i,c'�. ' .�rra'v,!� ?f r'rlll,RI° r r�.�C✓" ,'a,ry Irk Jw,.�,,,,,: - ��/) a /Jm»'° �,!w✓;r' ;J+'nw fl� � ,i' r, ,J,r» � r;'x'k� r r ,:a�.,,,,@1Ir! fir r 0 �n ��tj�lr�fl� ,r✓r1hN nr%�, r���'�'�v✓�i,ao �/nY �J✓J�;�,cdh v0����(Y� » QI", ,,,:I�'ikk��H bJ��r� w-,M1� pp%;, n . �y f � R t�Glr'`WilYl '<,'rlr����'� Tr✓�ir %�,�"w t� r��pa;�uJ ��, f I V a � I ",r r` Al/ar III �!"�y ", r,�w � ,ll� �N.�„� ��„n/J sr�J y• ��r f r �� >��'ili"N �� �! Wr I ��/iw. /i I g ���'m �� �,'' `u I d»/9 maw I� a r //� ",�.. ✓! ( /y PP rr l��„,�" r]-'. ul ` of--. %��rar��� I d Ili✓,,,, ,, �,� � wSro � '�, ,, ar' � `�J�"���r 1J,�, v ��jA'✓t � �G � ai n y'd"�� ✓>ial( �'" ��' � p r ��/%� �ry Y � "yuff �I�N Y r� r �� � yA (r,. w✓ r ", ',; „ ' v e..� i /r� o �, � v :", �l��n� � '� �� /J '��a'ar'� �� �` Mr v mn�,rrl: � yr�t' �wr" � � ��'Vi XI r '"'�'rl'�f� Y ✓y/ �' p� �.. � I� 'I r� /j��. " 1 l�� �r � /%r/��/�` t�dmf rk�✓t f» � It i�� °%',I �" �i r�.Iil J V I rr � J r Sr V r I rH ��' "�?��4�xdr ���!”dP� I g � v!A � w'!, i� �„� "��,f 7 P,iX ' ' l ff l'✓ �ip. ,.. �'S v� j�✓ � oro! a hf /;60J, 1 1�l"�" to �i +1 �r ', w u r r r ^m4 7 Ir p J r�r l�a 1 ✓V r x t ° � !�° r l a 17/% 9 I "yi /.1 r Phu � N ✓ F ! � �° ml ti ��L3� ��� I� 1 � Ir P o( 9 � I N ����l�nrs. rilrf 1✓..y �a ,r9 + ,ym ! Im` a'�p � ,%� 17✓'� � w��" a � � H, u r '�i ��f„Jf✓%//��11 Jli��i� I ``� ' �” ✓ '" ;mai ! �' �`;�ff i�� �lteriGv, �✓ii� r���» .u�I)l, >, iJf f 1l I I lull �»b � ✓ I �f �1, �a r/it I 0 d ,,Is NJ� i ui "i�I '7�t1�/�v6��i r r y r / I ✓� r� r h� i r f 'a� Zl^ � ar Il v"="` ! ';, r mr°," �'�� ;I � r /✓ / SkaAi d� m(Fmv �&I�i/��0.�i � ✓�»�//»„r�/ '�. �vm,Y�„ ii+a' r � ,✓y �"u ": "� � �,,. ,♦ � rJ II/o/w r rr ,i ✓r�P I r r r, ”"��J�� ,, w�.a r go;arc� ! r Y.," i1 I fr�?�� ��� ,•�1� ��r,�r/f�pr,� r I/�io aA 'y.ltll YV I ��� ��CN I i'K ry F �'aA r m;- ",, i �'I'.�1��1�� � �'" f✓(�lI�F '" � � Yr Y �Y�` rl h r a Y l �'( ✓1 7/ /r F A /�✓'a�i ,r/ i�'A„'�' �rl 17Y �n o, )J, ��' rri.✓ my ✓r `� �l ¢. ,;:��� �1, �v."";� Iwi Ji /1 '�//p/f r � ✓1 (GH /�r� r aFP ��� m' m A � 1 � 5 / I I II��', v��� d/i ✓ , r� ��o�r, O�rc r�r ``( II `r � r r �%� ��rJA a r � �r 1 ) y r ,m 1 ,,.,,I J� ,� vlr`., �r/�, �1✓ FH;N /ra fd I,M xIP t ( r r yr! � 00 r Jr V Id v .r J ,'r UO II a al O n �' �`J ��yi/�!✓✓, ia�P q) !�r� IPI /// �i/ ,r � �/� �� �( �" �'✓ R- dr r l ✓A!C 9�• M1" rg � v f b ,� a' a QQ I l i � r f ,l a r )�rlvd94v �✓ I f r u 1 ( r kPi "s vli ✓; 1 u rl 1✓+mrtv7J r 1 v a 'r m ' X J rr ;f �I ;' r 4w 3 /n�✓�f ///� a ;i u � � `r' CJ r� pry', � �I(' tl I lU' Omv d ral 4ym �r r: p,. r i � it Y a� 1% P One inch=0.29 miles Subject Site Primary Highway IN Banks Environmental Data Site State Line Cluster cowry Line 1601 Rio Grande St.,Suite 500 Austin,Texas 78701 Large Tract Roads Et Ramps PH 512-478-0059 Railroad FAX 512-478-1433 Cluster site Limited Access Hwy banks@banksinfo.com with Large Tract y www.banksinfo.com Page 9 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BAN16 Soil Survey Map ENVIRONMENTAL DATA Leopard Street Project A DIVISION OF T11 IF, IBANKS GROUP c1b 5 ar t sg" 4,r, � ,, rIy �S SIA a. � s '�Mr a 4� ✓ C��' e �' r 4'4 O a , J 25 6 r ' �7 29 Bu�lrvn5t p n N m it _ _ qtr r y din uil Ings Int n m„ k " w Anle� e 91 12 i m to 2iSOl S �ffpI st uuuu rrirrir„u.. aruia ama rrru ui ,,rmv Immo, +.mw�l.au7 ,glr' A - 1 � >owui ii0 f' O F 98 � —Jelrrre 81, f 1a�xlnnxr 3l 5 099 20 8 � c 24 Brgrlrt7n aY , YP� fr4 21 23 V alp Ito .... 3nch.51 C ovi� .�. �, dy rd_- m�u'he St �I k Howrhild Bi _ fl 1'kawwatj Si G' l4owaurd 81 _ r” ' �vu C.Juwism SC � it �_.. n EL or ii nes Idr�&rr5kk s",�4 a P 81� Ga arttgH.�t�l 4'�q i �7 i ��a�d�tn�4rh�nl k�l� raA O Q a + — Ao �� One inch=0.2 miles Target Site Limited Access Hwy County I v�'I O .. ®Single Site Cluster Site ®Large Tract Cluster Site lv with Large Tract / Primary Highway State Banks Environmental Data . RCRA COR,RCRA TSD,CER,LPST,NPL,ST NPL,SWLF �" 1601 Rio Grande St.,suite 500 ®Single Site ®Cluster Site ®Large Tract ® Custer Site S.'`Secondary Highway Q Urban Area Austin,Texas 78701 with Large Tract PH 512-478-0059 RCRAGEN,ST&FED BWN.ST&FED EC,ST&FED IC,DNPL, Roads 0 Water Bodies FAX 512-478-1433 CER NFRAP, PST,VCP,ST CER Rams so;is Boundary banks@banksinfo.com ®Single Site ®Cluster Site ®Large Tract ® C.tersite P ��w,����� www.banksinfo.com wi th Large Tract �< Railroad Page 10 ERNS,IHW,RCRA,DRYC,AIRS „ DocuSign Envelope ID: �935224TCi8CC§DATA 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Geographic/Geologic Summary Leopard Street Project FNVII`�CSNMl'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Coordinates Longitude&Latitude in Degrees Minutes Seconds NA Longitude&Latitude in Decimal Degrees NA X and Y in UTM NA Elevation NA Zip Codes Searched Search Distance Zip Codes 0.25 miles 78401,78407,78408 0.5 miles 78401,78405,78407,78408 1 miles 78401,78404,78405,78407,78408 Soil Types Found Target Property Ua Within 0.25 miles of Target Property Ua Soil Type Descriptions Ua-Urban land Hydric Status All components are not hydric and no components are unranked. Minimum Depth to Bedrock Urban land(100 percent) Hydrologic Group High ruoff potential Soil Drainage Class Corrosion Potential-Uncoated Steel Depth to Restrictive Feature Horizon Soil Texture Upper Boundary Lower Boundary AASHTO Unified H1 variable 0 cm 102 cm AASHTO Classification Definitions A-1,A-1-a,A-1-b Granular materials(35%or less passing No.200 sieve),sonte fragments,gravel and sand A-2,A-2-4,A-2-5,A-2-6,A-2-7 Granular materials(35%or less passing No.200 sieve),silty or clayey gravel and sand A-3 Granular materials(35%or less passing No.200 sieve),fine sand A-4 Silt-Clay materials(more than 35%passing No.200 sieve),silty soils A-5 Silt-Clay materials(more than 35%passing No.200 sieve),silty soils A-6 Silt-Clay materials(more than 35%passing No.200 sieve),clayey soils A-7,A-7-5,A-7-6 Silt-Clay materials(more than 35%passing No.200 sieve),clayey soils A-8 Silt-Clay materials(more than 35%passing No.200 sieve),clayey soils Unified Classification Definitions CH Fine-grained soils,silts and clays(liquid limit is 50%or more),Fat Clay CL,CL-A(proposed),CL-K(proposed),CL-ML,CL-0( Fine-grained soils,silts and clays(liquid limit is less than 50%),Lean Clay proposed),CL-T(proposed) GC,GC-GM Coarse-grained soils,Gravels,gravel with fines,Clayey Gravel GM Coarse-grained soils,Gravels,gravel with fines,Silty Gravel GP,GP-GC,GP-GM Coarse-grained soils,Gravels,clean gravels,Poorly Graded Gravel GW,GW-GC,GW-GM Coarse-grained soils,Gravels,clean gravels,Well-Graded Gravel MH,MH-A,MH-K,MH-O,MH-T Fine-grained soils,silts and clays(liquid limit is 50%or more),Elastic Silt ML,ML;k(proposed),ML-K(proposed),ML-0( Fine-grained soils,silts and clays(liquid limit is less than 50%),Silt ro os d) ML-T(proposed) Page 11 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Geographic/Geologic Summary Leopard Street Project E:NVIf�ONMISN'1'AL. A DIVISION OF IHt B,NK'.GIU7UP OH,OH-T(proposed) Fine-grained soils,silts and clays(liquid limit is 50%or more),Organic Clay or Organic Silt OL Fine-grained soils,silts and clays(liquid limit is less than 50%),Organic Clay or Organic Silt PT Highly organic soils,Peat Sc,Sc-SM Coarse-grained soils,Sands,sands with fines,Clayey Sand SM Coarse-grained soils,Sands,sands with fines,Silty Sand SP,SP-Sc,SP-SM Coarse-grained soils,Sands,clean sands,Poorly Graded Sand SW,SW-Sc,SW-SM Coarse-grained soils,Sands,clean sands,Well-Graded Sand Source Natural Resources Conservation Service,Soil Survey Geographic(SSURGO)Database. Disclaimer This SSURGO Soils Survey from Banks Environmental Data,Inc.has searched Natural Resources Conservation Service(NRCS)Soil Survey Geographic SSURGO)Database.All soil data presented on the map and in the details section are based on information obtained from NRCS.Although Banks performs quality assurance and quality control on all data,inaccuracies of the data and mapped locations could possibly be traced to the source.Banks Environmental Data,Inc.cannot fully guarantee the accuracy of the SSURGO database maintained by NRCS. Page 12 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BAN16Water & Oil/Gas Wells within 0.25 Miles ENVIRONMENTAL DATA Leopard Street Project A DIVISION OF TII IF, IBANKS GROUP a "Al" f CP " + �''w� .. � " 1' " 1, r d I Ak QO Al t ��de�8wa�ta�v 5k .,C " o y ... tllar ILu��:lr 1Sta1 .1135. Na.rttd� thl R'.Ktiti'R e t toLe Waird,51 m fu :t..., q r p Lipari aa) i to mlani e� rfl� aion� a to G .... hNaarewa tl 8t Hwa auk we y ._TAU 1pCw S � fl�i 14 Vote One inch=0.2 miles Limited Access Hwy ,fx Railroad IN Target Site /I/ Primary Highway County Banks Environmental Data ® Single Water Well Water Welt Cluster 1601 Rio Grande St.,Suite 500 Secondary Highway state Austin,Texas 78701 • Single Oil/Gas/Other Well• Oil/Gas/Other Well Cluster / Roads Urban Area PH 512-478 -0059/" 0 FAX 512-478--143143 3 � Ramps Water Bodies banks@banksinfo.com Water Well/Oil/Gas/Other Well Cluster Site 0 www.banksinfo.com Page 13 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BANK§DAI'A Water & Oil/Gas Wells Leopard Street Project FNVR0NMISN'T'AL. A DIVISION OF IHt BANK'.GIU7UP IlYlap 111 Well ID Owner Well Type Elevation 1 42-355-30287-00 BELL,KELLY INC. Plugged&Abandoned 30 ft 2 42-355-30243-00 FORT WORTH OIL&GAS,INC. Plugged&Abandoned 34 ft Source U.S.Geological Survey,Texas Water Development Board(GW and Submitted Driller's Report),Texas Commission of Environmental Quality(PWS), Railroad Commission of Texas(Production Data) Disclaimer This well scan from Banks Environmental Data,Inc.has included a digital search of state and federal wells currently digitized in our geospatial database. Since this scan includes only well data that is currently mapped in our geospatial database,more wells could exist within the search area. For a complete well search or to locate more details,please contact Banks to obtain a full Water Well Report or Oil&Gas Well/Pipeline Search Report.More detailed individual well records can also be obtained from Banks for an additional cost,please reference a well ID#from this well scan. All well locations are based on information obtained from state and federal sources.Although Banks performs quality assurance and quality control on all data, inaccuracies of the records and mapped locations could possibly be traced to the specific regulatory authority or individual well driller.Banks Environmental Data,Inc.cannot fully guarantee the accuracy of the data or well location(s)of the maps and records maintained by the state and federal agencies. Page 14 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BANK§DAI'A Mapped Sites Summary Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Distance Site Database from Target Map ID Facility Site Name Facility Site Address Details'' Property Page#' *Sites are sorted by database tier,database,and distance from the target site. RCRA COR 0.61 miles N 51 FLINT HILLS RESOURCES CORPUS CHRISTI LLC 1700 NUECES BAY BLVD,CORPUS CHRISTI,TX 19 -EAST REFINERY 78407 RCRA COR 0.69 miles N 53 CHAMPLIN REFINING CO-CITGO CORPUS 1801 NUECES BAY BLVD,CORPUS CHRISTI,TX 23 CHRISTI-REFINERY E PLT&TERMINAL 78407 RCRA COR 0.75 miles N 54 TICONA POLYMERS INC 2500 W BROADWAY,CORPUS CHRISTI,TX 78407 30 RCRA TSD 0.16 miles N 25 ENERGY BATTERY INC 902 N PORT AVE,CORPUS CHRISTI,TX 78469 32 RCRA GEN 0.11 miles S 19 CENTRAL AUTO 610 N PORT AVE,CORPUS CHRISTI,TX 78408 34 FED BWN 0.22 miles N 32 1001 Coke Street,Corpus Christi,TX 78401 36 ST NPL 0.66 miles S 52 INDUSTRIAL ROAD-INDUSTRIAL METALS 3000 Agnes St,Corpus Christi,TX,CORPUS 37 CHRISTI,TX LPST 0.03 miles NW 5 JERRY HIGGINS TIRE AND AUTOMOTIVE 2802 LEOPARD,CORPUS CHRISTI,TX 78404 38 LPST 0.04 miles S 9 BENSONS CHEVROLET INC 2323 LEOPARD ST,CORPUS CHRISTI,TX 78403 39 LPST 0.05 miles N 10 MALEK INC 2521 ANTELOPE,CORPUS CHRISTI,TX 78403 42 LPST 0.06 miles S 11 RAINBO BAKING CO OF CORPUS CHRISTI 611 PALM DR,CORPUS CHRISTI,TX 78408 44 LPST 0.06 miles N 12 MISTLETOE EXPRESS 2817 ANTELOPE,CORPUS CHRISTI,TX 48 LPST 0.1 miles W 16 CLOSED SERVICE STATION 2907 LEOPARD,CORPUS CHRISTI,TX 78408 51 LPST 0.11 miles E 17 CHEVRON STATION 108658 1621 LEOPARD,CORPUS CHRISTI,TX 78404 54 LPST 0.11 miles S 18 CPL LIPAN SERVICE CENTER 2510 LIPAN ST,CORPUS CHRISTI,TX 78408 57 LPST 0.12 miles S 20 FORMER U S PLYWOOD CORP 2106 LIPAN ST,CORPUS CHRISTI,TX 78469 62 LPST 0.15 miles S 21 BENSON CHEVROLET 501 N PORT AVE,CORPUS CHRISTI,TX 78405 64 LPST 0.15 miles E 22 TRUCK SERVICE 1601 LEOPARD,CORPUS CHRISTI,TX 78401 68 LPST 0.15 miles S 23 CAN HANDLERS 2200 LIPAN ST,CORPUS CHRISTI,TX 78408 71 LPST 0.18 miles E 27 AMERICAN BOTTLING CO 1519 LEOPARD,CORPUS CHRISTI,TX 78401 73 LPST 0.2 miles N 30 OLD GENE BROWN TRANSMISSION SHOP 921 N PORT AVE,CORPUS CHRISTI,TX 78405 77 LPST 0.21 miles N 31 SAVE A$WAREHOUSE 950 1/2 E PORT,CORPUS CHRISTI,TX 78469 78 LPST 0.26 miles N 34 GULF COAST MEDICAL CENTER 1524 N PORT,CORPUS CHRISTI,TX 78408 89 LPST 0.34 miles NW 35 CIRCLE K 9831 1050 NUECES BAY BLVD,CORPUS CHRISTI,TX 91 78408 LPST 0.36 miles W 36 FIRE STATION 5 3312 LEOPARD,CORPUS CHRISTI,TX 78408 94 LPST 0.36 miles E 37 GOODYEAR TIRE AND RUBBER 0100 E LEOPARD ST,CORPUS CHRISTI,TX 784 96 LPST 0.37 miles NW 38 MEDINA TEXACO 3030 MARTIN LUTHER KING BLVD,CORPUS 98 CHRISTI,TX 78408 LPST 0.37 miles E 39 WATER DIVISION 1317 MESTINA,CORPUS CHRISTI,TX 78408 102 LPST 0.39 miles NE 40 OLD TRANSIT YARD 1024 SAM RANKIN,CORPUS CHRISTI,TX 78469 106 LPST 0.39 miles NE 40 OLD TRANSIT YARD 1024 SAM RANKIN SAM RANKIN STREET AT 111 WINNEBAGO ST,CORPUS CHRISTI,TX 78469 Page 15 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BANK§DAI'A Mapped Sites Summary Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Distance Site Database from Target Map ID Facility Site Name Facility Site Address Details'' Property Page#' *Sites are sorted by database tier,database,and distance from the target site. LPST 0.39 miles S 41 ROSE HILL PARK CEMETERY 2731 COMANCHE,CORPUS CHRISTI,TX 78408 116 LPST 0.41 miles W 42 CORPUS CHRISTI MPO AND VMF 809 NUECES BAY BLVD,CORPUS CHRISTI,TX 7 118 8469 LPST 0.41 miles W 42 U S POSTAL SERVICE VMF 309 NUECES BAY BLVD,CORPUS CHRISTI,TX 7 123 8469 LPST 0.43 miles E 43 7 11 STORE 52123 701 N STAPLES,CORPUS CHRISTI,TX 78400 128 LPST 0.43 miles NW 44 MERCHANTS FAST MOTOR LINES 1200 NUECES BAY BLVD,CORPUS CHRISTI,TX 131 78407 LPST 0.44 miles E 46 MAINT SVCS 501 N STAPLES,CORPUS CHRISTI,TX 78401 133 LPST 0.44 miles W 47 DIAMOND SHAMROCK 419 3401 LEOPARD,CORPUS CHRISTI,TX 78408 136 LPST 0.46 miles SE 48 MUFFETT STREET WAREHOUSE 1621 MUFFETT 1601 MUSSET,CORPUS CHRISTI, 139 TX 78405 LPST 0.48 miles N 49 SCOTT ELECTRIC CO 1919 N PORT AVE,CORPUS CHRISTI,TX 78401 141 LPST 0.48 miles E 50 CORPUS CHRISTI TRANSFER CO 900 N STAPLES,CORPUS CHRISTI,TX 78401 143 PST 0.02 miles S 1 COOPER OUTDOOR ADV 1821 LEOPARD,CORPUS CHRISTI,TX 78401 145 PST 0.02 miles N 2 SAMS PAINT&BODY 1908 LEOPARD ST,CORPUS CHRISTI,TX 78469 148 PST 0.02 miles S 3 SAVE A CLUB 2211 LEOPARD ST,CORPUS CHRISTI,TX 78408 151 PST 0.02 miles S 4 GENERAL TIRE SERVICE 2601 LEOPARD ST,CORPUS CHRISTI,TX 78408 153 PST 0.03 miles N 6 NU WAY GAS&FOOD 2214 LEOPARD ST,CORPUS CHRISTI,TX 78408 154 PST 0.04 miles S 8 CROSSTOWN FORD TRUCK SALES 2725 LEOPARD ST,CORPUS CHRISTI,TX 78403 158 PST 0.04 miles S 9 GAINANS CHEVROLET CITY 2323 LEOPARD,CORPUS CHRISTI,TX 78403 159 PST 0.04 miles S 9 GAINAWA CHEVROLET CORP 2323 LEOPARD ST,CORPUS CHRISTI,TX 78408 162 PST 0.05 miles N 10 MALEK 2521 ANTELOPE ST,CORPUS CHRISTI,TX 78408 177 PST 0.06 miles S 11 RAINBO BAKING 611 PALM DR,CORPUS CHRISTI,TX 78408 179 PST 0.06 miles N 12 MISTLETOE EXPRESS 2817 ANTELOPE,CORPUS CHRISTI,TX 78408 183 PST 0.1 miles W 16 A C BROWN 2907 LEOPARD,CORPUS CHRISTI,TX 78469 186 PST 0.11 miles E 17 E Z STOP 1621 LEOPARD ST,CORPUS CHRISTI,TX 78401 189 PST 0.11 miles S 18 AEP LIPAN SERVICE CENTER 2510 LIPAN ST,CORPUS CHRISTI,TX 78408 192 PST 0.12 miles S 20 FORMER U S PLYWOOD CORPORATION 2106 LIPAN ST,CORPUS CHRISTI,TX 78550 197 PST 0.15 miles S 21 GAINANS CHEVROLET CITY 501 N PORT AVE,CORPUS CHRISTI,TX 78408 199 PST 0.15 miles E 22 TRUCK SERVICE 1601 LEOPARD,CORPUS CHRISTI,TX 78401 202 PST 0.15 miles S 23 MUSTANG BLDG MATRLS 2200 LIPAN,CORPUS CHRISTI,TX 78408 205 PST 0.17 miles W 26 AAMCO TRANSMISSION 3010 LEOPARD ST,CORPUS CHRISTI,TX 78408 206 PST 0.18 miles E 27 AMERICAN BOTTLING 1519 LEOPARD,CORPUS CHRISTI,TX 78401 207 PST 0.2 miles NE 29 POLICE HEADQUARTERS 1616 MARTIN LUTHUR KING DR,CORPUS 210 CHRISTI,TX 78401 Page 16 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BANK§DAI'A Mapped Sites Summary Leopard Street Project F:NVR0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Distance Site Database from Target Map ID Facility Site Name Facility Site Address Details'' Property Page#' *Sites are sorted by database tier,database,and distance from the target site. PST 0.21 miles N 31 SAVE A WAREHOUSE 950 1/2 E PORT AVE,CORPUS CHRISTI,TX 78401 213 PST 0.22 miles S 33 L&F DISTRIBUTORS 601 19TH ST N,CORPUS CHRISTI,TX 78408 216 VCP 0.43 miles W 45 HEB Corpus Christi Store 3 3500 Leopard Street,Corpus Christi,TX 78408-3204 218 HW 0.02 miles S 4 GENERAL TIRE SERVICE 2601 LEOPARD ST,CORPUS CHRISTI,TX 78408 219 HW 0.03 miles N 7 AMERICAN BOTTLING 717 LESTER ST,CORPUS CHRISTI,TX 78408 220 HW 0.04 miles S 8 CROSS TOWN FORD SALES 2725 Leopard St,Corpus Christi,TX 78408 221 HW 0.04 miles S 9 GAINANS CHEVROLET CITY 2323 LEOPARD ST,CORPUS CHRISTI,TX 78408 222 HW 0.06 miles S 11 EARTHGRAINS-RAINBO BAKING CEASED 9-30-9 611 Palm Dr,Corpus Christi,TX 78408 223 HW 0.08 miles W 13 JR AUTO SALES 2909 LEOPARD ST,CORPUS CHRISTI,TX 78408 224 HW 0.09 miles S 14 Coyotes Sportswear 1921 Mestina,Corpus Christi,TX 78408 225 HW 0.09 miles S 15 CROSSTOWN FORD SALES 530 PALM DR,CORPUS CHRISTI,TX 78408 226 HW 0.11 miles S 18 LIPAN SERVICE CENTER 2510 Lipan St,Corpus Christi,TX 78408 227 HW 0.15 miles S 24 FLEETPRIDE 2724 LIPAN ST,CORPUS CHRISTI,TX 78408 229 HW 0.2 miles N 28 ACME BATTERY 916 N Port Ave,Corpus Christi,TX 78401 230 HW 0.21 miles N 31 SUSSER ENVIRONMENTAL SERVICES 950.5 E Port,Corpus Christi,TX 78469 231 RCRA 0.02 miles S 4 GENERAL TIRE SERVICE 2601 LEOPARD,CORPUS CHRISTI,TX 78408 232 RCRA 0.04 miles S 8 CROSSTOWN FORD SALES INC 2725 LEOPARD ST,CORPUS CHRISTI,TX 78408 234 RCRA 0.04 miles S 9 GAINANS CHEVROLET CITY 2323 LEOPARD STREET,CORPUS CHRISTI,TX 236 78469 RCRA 0.09 miles S 15 CROSSTOWN FORD SALES INC 530 PALM DRIVE,CORPUS CHRISTI,TX 78403 238 RCRA 0.11 miles S 18 AEP TEXAS CENTRAL COMPANY 2510 LIPAN ST,CORPUS CHRISTI,TX 78408 240 RCRA 0.15 miles S 24 FLEETPRIDE 2724 LIPAN,CORPUS CHRISTI,TX 78408 242 RCRA 0.2 miles N 28 ACME BATTERY 916 N PORT AVE,CORPUS CHRISTI,TX 78401 244 RCRA 0.21 miles N 31 SUSSER ENVIRONMENTAL SERVICES 950.5 E PORT,CORPUS CHRISTI,TX 78469 246 DRYC 0.03 miles N 6 DELUXE CLEANERS 2214 LEOPARD ST,CORPUS CHRISTI,TX 78408 248 End of Mapped Sites Summary Section Page 17 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Summary Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Site Database Facility Site Name Facility Site Address Details' Page# *Sites are sorted by database tier and database. CER NFRAP BRINE SERVICE CO INC MORGAN PIT ACCESS IH 37,CORPUS CHRISTI,TX 78409 249 ERNS POB 10946,CORPUS CHRISTI,TX 250 ERNS 1-37 NORTHBOUND,CORPUS CHRISTI,TX 251 ERNS PO BOX 1188,CORPUS CHRISTI,TX 252 ERNS UNKNOWN,CORPUS CHRISTI,TX 253 ERNS CORPUS CHRISTI,TX 254 ERNS CORPUS CHRISTI,TX 255 SWLF NUECES COUNTY CORPUS CHRISTI,TX 256 HW ALTA MESA FIELD PO Box 10070 ,Corpus Christi,TX 257 End of Unmapped Sites Summary Section Page 18 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt BANK'.GIU7UP '.RCRA COR - RC+RA CORRQCiTS Map ID#51 Source: EPA EPA Handler ID: TXD066447376 Handler Sequence Number:42 Banks ID: TXD066447376 FLINT HILLS RESOURCES CORPUS CHRISTI LLC-EAST REFINERY Rel.Loc.:0.61 miles N 1700 NUECES BAY BLVD,CORPUS CHRISTI,TX 78407 Elevation:40 feet(+40) Contact:BRAD GENZER Owner Name: FLINT HILLS RESOURCES CORPUS CHRISTI LLC Number of Owners: 1 Operator Name: FLINT HILLS RESOURCES CORPUS CHRISTI LLC Number of Operators: 1 Mailing Address: PO BOX 2608,CORPUS CHRISTI,TX 78403 Contact Name: BRAD GENZER Contact Address: PO BOX 2608,CORPUS CHRISTI,TX 78403 Contact Phone: 361-2425403 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: Yes Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: Yes Generator Status: Large Quantity Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: Petroleum Refineries NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Large Quantity Generator State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Page 1 of 4 Glick Here to Go Back to Summary Section Page 19 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page VERBAL INFORMAL State 6/6/1991 VERBAL INFORMAL State 12/16/1998 WRITTEN INFORMAL State 7/24/1991 WRITTEN INFORMAL State 8/17/1992 WRITTEN INFORMAL State 5/27/1993 WRITTEN INFORMAL State 6/24/1994 INITIAL 3008(A)COMPLIANCE State 8/30/1991 FINAL 3008(A)COMPLIANCE ORDER State 3/9/1992 WRITTEN INFORMAL State 2/27/1985 WRITTEN INFORMAL State 6/9/1988 WRITTEN INFORMAL State 1/11/1989 WRITTEN INFORMAL State 7/11/1990 Evaluation Description Responsible Evaluation Date Violation Found Agency CASE DEVELOPMENT INSPECTION State 2/13/1995 COMPLIANCE EVALUATION INSPECTION ON-SITE EPA Personnel 5/19/1997 COMPLIANCE EVALUATION INSPECTION ON-SITE State 4/19/1991 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 7/21/1992 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 5/4/1993 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 5/27/1994 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 10/15/1996 COMPLIANCE EVALUATION INSPECTION ON-SITE State 12/9/1997 COMPLIANCE EVALUATION INSPECTION ON-SITE State 12/16/1998 Yes FOCUSED COMPLIANCE INSPECTION EPA Personnel 5/5/1998 NON-FINANCIAL RECORD REVIEW State 9/8/1993 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 5/10/1984 COMPLIANCE EVALUATION INSPECTION ON-SITE State 1/16/2001 COMPLIANCE EVALUATION INSPECTION ON-SITE State 6/24/2003 FINANCIAL RECORD REVIEW EPA Personnel 4/16/2007 Unknown COMPLIANCE EVALUATION INSPECTION ON-SITE State 12/10/2003 FINANCIAL RECORD REVIEW State 5/10/1984 COMPLIANCE EVALUATION INSPECTION ON-SITE State 2/6/1985 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 10/29/1985 COMPLIANCE EVALUATION INSPECTION ON-SITE State 4/26/1988 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 12/12/1988 Yes FOCUSED COMPLIANCE INSPECTION State 6/13/1990 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 5/2/2007 COMPLIANCE EVALUATION INSPECTION ON-SITE State 3/26/2008 Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date Resolution Date Generators-General State 2/6/1985 4/9/1985 4/13/1985 Generators-General State 4/26/1988 12/12/1988 7/11/1988 Generators-General State 12/12/1988 1/26/1989 2/10/1989 Generators-General State 12/12/1988 2/8/1989 2/10/1989 Generators-General State 6/13/1990 9/17/1990 9/24/1990 Generators-General State 7/21/1992 7/22/1992 12/30/1992 Generators-General State 7/21/1992 5/4/1993 12/30/1992 Generators-General State 5/4/1993 7/2/1993 10/9/1993 Page 2 of 4 Click Here to Go Back to Summary Section Page 20 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVR0NMl'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page TSD-General State 4/19/1991 3/9/1992 TSD-General State 4/19/1991 5/8/1992 TSD-Manifest/Records/Reporting State 4/19/1991 3/9/1992 LDR-General State 12/12/1988 2/8/1989 2/10/1989 LDR-General State 4/19/1991 3/9/1992 LDR-General State 5/4/1993 7/2/1993 10/9/1993 State Statute or Regulation State 4/26/1988 7/12/1988 7/11/1988 State Statute or Regulation State 12/12/1988 1/11/1989 2/10/1989 State Statute or Regulation State 6/13/1990 9/17/1990 9/24/1990 State Statute or Regulation State 4/19/1991 State Statute or Regulation State 4/19/1991 3/9/1992 State Statute or Regulation State 7/12/1992 5/4/1993 12/30/1992 State Statute or Regulation State 7/21/1992 5/4/1993 12/30/1992 State Statute or Regulation State 5/4/1993 7/2/1993 10/9/1993 State Statute or Regulation State 5/27/1994 7/25/1994 10/9/1994 State Statute or Regulation State 12/16/1998 12/17/1998 12/30/1998 Hazardous Waste Description API SEPARATOR SLUDGE FROM THE PETROLEUM REFINING INDUSTRY. ARSENIC BENZENE BENZENE(I,T) BENZENE,DIMETHYL-(I,T)(OR)XYLENE(1) BENZENE,HEXAHYDRO-(1)(OR)CYCLOHEXANE(1) BENZENE,METHYL-(OR)TOLUENE CADMIUM CHROMIUM CLARIFIED SLURRY OIL TANK SEDIMENT AND/OR IN-LINE FILTER/SEPARATION SOLIDS FROM PETROLEUM REFINING OPERATIONS CORROSIVE WASTE CRESOL CRUDE OIL STORAGE TANK SEDIMENT FROM PETROLEUM REFINING OPERATIONS DESCRIPTION DISSOLVED AIR FLOTATION(DAF)FLOAT FROM THE PETROLEUM REFINING INDUSTRY. ETHANE,1,1,1-TRICHLORO-(OR)METHYL CHLOROFORM ETHANE,1,2-DICHLORO-(OR)ETHYLENE DICHLORIDE ETHENE,TETRACHLORO-(OR)TETRACHLOROETHYLENE HEAT EXCHANGER BUNDLE CLEANING SLUDGE FROM THE PETROLEUM REFINING INDUSTRY. IGNITABLE WASTE LEAD MERCURY METHANOL(1)(OR)METHYL ALCOHOL(1) METHYLETHYLKETONE O-CRESOL PETROLEUM REFINERY PRIMARY OIL/WATER/SOLIDS SEPARATION SLUDGE-ANY SLUDGE GENERATED FROM THE GRAVITATIONAL SEPARATION OF OIL/WATER/SOLIDS DURING THE STORAGE OR TREATMENT OF PROCESS WASTEWATERS AND OILY COOLING WASTEWATERS FROM PETROLEUM REFINERIES. SUCH SLUDGES INCLUDE,BUT ARE NOT LIMITED TO,THOSE GENERATED IN OIL/WATER/SOLIDS SEPARATORS;TANKS AND IMPOUNDMENTS;DITCHES AND OTHER CONVEYANCES;SUMPS;AND STORM WATER UNITS RECEIVING DRY WEATHER FLOW. SLUDGES GENERATED IN STORM WATER UNITS THAT DO NOT RECEIVE DRY WEATHER FLOW,SLUDGES GENERATED IN AGGRESSIVE BIOLOGICAL TREATMENT UNITS AS DEFINED IN SECTION 261.31(B)(2)(INCLUDING SLUDGES GENERATED IN ONE OR MORE ADDITIONAL UNITS AFTER WASTEWATERS HAVE BEEN TREATED IN AGGRESSIVE BIOLOGICAL TREATMENT UNITS),AND K051 WASTES ARE Page 3 of 4 Click Here to Go Back to Summary Section Page 21 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page EXEMPTED FROM THIS LISTING. PETROLEUM REFINERY SECONDARY(EMULSIFIED)OIL/WATER/SOLIDS SEPARATION SLUDGE-ANY SLUDGE AND/OR FLOAT GENERATED FROM THE PHYSICAL AND/OR CHEMICAL SEPARATION OF OIL/WATER/SOLIDS IN PROCESS WASTEWATERS AND OILY COOLING WASTEWATERS FROM PETROLEUM REFINERIES. SUCH WASTES INCLUDE,BUT ARE NOT LIMITED TO,ALL SLUDGES AND FLOATS GENERATED IN INDUCED AIR FLOTATION(IAF)UNITS,TANKS AND IMPOUNDMENTS,AND ALL SLUDGES GENERATED IN DAF UNITS. SLUDGES GENERATED IN STORMWATER UNITS THAT DO NOT RECEIVE DRY WEATHER FLOW,SLUDGES GENERATED IN AGGRESSIVE BIOLOGICAL TREATMENT UNITS AS DEFINED IN SECTION 261.31(13)(2)(INCLUDING SLUDGES GENERATED IN ONE OR MORE ADDITIONAL UNITS AFTER WASTEWATERS HAVE BEEN TREATED IN AGGRESSIVE BIOLOGICAL TREATMENT UNITS),AND F037,K048,AND K051 WASTES ARE EXEMPTED FROM THIS LISTING. REACTIVE WASTE SELENIUM SLOP OIL EMULSION SOLIDS FROM THE PETROLEUM REFINING INDUSTRY. SPENT HYDROTREATING CATALYST FROM PETROLEUM REFINING OPERATIONS,INCLUDING GUARD BEDS USED TO DESULFURIZE FEEDS TO OTHER CATALYTIC REACTORS(THIS LISTING DOES NOT INCLUDE INERT SUPPORT MEDIA) TANK BOTTOMS(LEADED)FROM THE PETROLEUM REFINING INDUSTRY. TETRACHLOROETHYLENE THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:TETRACHLOROETHYLENE,TRICHLORETHYLENE,METHYLENE CHLORIDE,1,1,1-TRICHLOROETHANE,CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLE NDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE,METHYLENE CHLORIDE,TRICHLOROETHYLENE,1,1,1- TRICHLOROETHANE,CHLOROBENZENE,1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE,AND 1,1,2,TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE,METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE, BENZENE,2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE,ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. TRICHLORETHYLENE Date of Corrective Responsible Corrective Action Description Corrective Action Event Action Event Agency Active HUMAN EXPOSURES CONTROLLED DETERMINATION-YES,APPLICABLE AS OF 3/30/2005 State Yes THIS DATE RELEASE TO GW CONTROLLED DETERMINATION-YES,APPLICABLE AS OF 3/30/2005 State Yes THIS DATE REMEDY DECISION 2/24/2006 State Yes REMEDY CONSTRUCTION-REMEDY CONSTRUCTED 2/24/2006 State Yes CA PRIORITIZATION-HIGH CA PRIORITY 7/11/2002 EPA Personnel Yes Page 4 of 4 Glick Here to Go Back to Summary Section Page 22 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#53 Source: EPA EPA Handler ID: TXD051161990 Handler Sequence Number: 33 Banks ID: TXD051161990 CHAMPLIN REFINING CO-CITGO CORPUS CHRISTI-REFINERY E PLT&TERMINAL Rel.Loc.:0.69 miles N 1801 NUECES BAY BLVD,CORPUS CHRISTI,TX 78407 Elevation:39 feet(+39) Contact:ZULEMA GARCIA Owner Name: CHAMPLIN REFINING CO Number of Owners: 1 Operator Name: CHAMPLIN REFINING CO Number of Operators: 1 Mailing Address: PO BOX 9176,CORPUS CHRISTI,TX 78469 Contact Name: ZULEMA GARCIA Contact Address: PO BOX 9176,CORPUS CHRISTI,TX 78469 Contact Phone: 361-8444163 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: Yes Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: L--S-- Closure Workload: ------ Post-Closure Workload: L----- Subject to Corrective Action: Yes Subject to Corrective Action 3004: Yes Subject to Corrective Action Non-TSDF: No Corrective Action Workload: Yes Generator Status: Large Quantity Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: Petroleum Refineries NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Large Quantity Generator State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency VERBAL INFORMAL State 1/29/1998 WRITTEN INFORMAL State 10/15/1990 Page 1 of 7 Glick Here to Go Back to Summary Section Page 23 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page WRITTEN INFORMAL State 2/14/1991 WRITTEN INFORMAL State 1/7/1992 WRITTEN INFORMAL State 7/7/1993 WRITTEN INFORMAL State 7/13/1993 WRITTEN INFORMAL State 3/10/1995 WRITTEN INFORMAL State 5/9/1995 FINAL 3008(A)COMPLIANCE ORDER State 10/4/1996 FINAL 3008(A)COMPLIANCE ORDER State 9/7/1999 STATE LEVEL PETITION State 12/6/1994 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. State 4/15/1993 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. State 7/8/1993 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. State 8/4/1994 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. State 3/9/1995 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. State 4/27/1995 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. State 11/22/1996 EXPEDITED PETITION State 7/25/1995 WRITTEN INFORMAL State 1/15/1988 WRITTEN INFORMAL State 1/7/1992 LETTER OF INTENT TO INITIATE ENFORCEMENT ACTION State 6/6/2002 INITIAL 3008(A)COMPLIANCE State 7/2/1997 INITIAL 3008(A)COMPLIANCE State 3/17/2003 FINAL 3008(A)COMPLIANCE ORDER State 10/5/2001 FINAL 3008(A)COMPLIANCE ORDER State 3/5/2004 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. State 8/15/2002 WRITTEN INFORMAL State 12/30/1987 WRITTEN INFORMAL State 3/21/1989 VERBAL INFORMAL State 2/27/1990 WRITTEN INFORMAL State 6/8/1990 VERBAL INFORMAL State 3/26/1990 VERBAL INFORMAL State 5/6/2004 WRITTEN INFORMAL State 11/28/2006 LETTER OF INTENT TO INITIATE ENFORCEMENT ACTION State 1/18/2008 EPA TO STATE ADMINISTRATIVE REFERRAL EPA Personnel 3/6/1987 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. State 2/13/2008 PROPOSED CONSENT ADMIN ORDER State 3/17/2008 INITIAL 3008(A)COMPLIANCE State 8/15/2008 Evaluation Description Responsible Evaluation Date Violation Found Agency CASE DEVELOPMENT INSPECTION State 12/3/1996 COMPLIANCE EVALUATION INSPECTION ON-SITE State 1/17/1991 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 11/25/1991 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 6/9/1993 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 3/13/1995 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 7/26/1996 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 12/5/1996 COMPLIANCE EVALUATION INSPECTION ON-SITE State 1/29/1998 Yes FOCUSED COMPLIANCE INSPECTION EPA Personnel 5/12/1998 Page 2 of 7 Click Here to Go Back to Summary Section Page 24 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page FOCUSED COMPLIANCE INSPECTION State 7/18/1996 FOCUSED COMPLIANCE INSPECTION State 9/21/1998 GROUNDWATER MONITORING EVALUATION State 10/6/1994 Yes GROUNDWATER MONITORING EVALUATION State 1/20/2000 NON-FINANCIAL RECORD REVIEW State 4/19/1991 NON-FINANCIAL RECORD REVIEW State 8/27/1992 Yes NON-FINANCIAL RECORD REVIEW State 3/24/1993 Yes NON-FINANCIAL RECORD REVIEW State 6/15/1993 Yes NON-FINANCIAL RECORD REVIEW State 9/8/1993 Yes NON-FINANCIAL RECORD REVIEW State 7/22/1994 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 12/15/1987 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 4/6/2004 Yes FINANCIAL RECORD REVIEW EPA Personnel 4/16/2007 NON-FINANCIAL RECORD REVIEW State 9/8/1993 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 3/19/2002 Yes FINANCIAL RECORD REVIEW EPA Contractor 3/11/1988 GROUNDWATER MONITORING EVALUATION State 1/10/2005 COMPLIANCE EVALUATION INSPECTION ON-SITE State 2/21/1989 Yes FOCUSED COMPLIANCE INSPECTION State 1/18/2005 COMPLIANCE EVALUATION INSPECTION ON-SITE State 3/2/1990 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 7/11/2005 NON-FINANCIAL RECORD REVIEW State 7/18/1996 OPERATION AND MAINTENANCE INSPECTION State 1/26/1990 Yes CORRECTIVE ACTION COMPLIANCE EVALUATION State 1/26/1990 NON-FINANCIAL RECORD REVIEW State 4/28/2002 Yes CORRECTIVE ACTION COMPLIANCE EVALUATION State 7/3/1990 COMPLIANCE EVALUATION INSPECTION ON-SITE State 7/20/2006 Yes NON-FINANCIAL RECORD REVIEW State 1/26/1990 COMPLIANCE EVALUATION INSPECTION ON-SITE Oversight by EPA 1/20/1987 Yes COMPLIANCE SCHEDULE EVALUATION State 10/17/2006 Yes COMPLIANCE EVALUATION INSPECTION ON-SITE State 11/8/2007 Yes Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date Resolution Date Generators-General State 11/25/1991 2/4/1992 4/8/1992 Generators-General State 1/7/1992 2/4/1992 4/8/1992 Generators-General State 3/13/1995 6/18/1998 Generators-General State 1/29/1998 2/6/1998 Generators-General State 3/19/2002 Generators-Manifest State 11/25/1991 2/4/1992 4/8/1992 Generators-Manifest State 7/20/2006 8/22/2006 Generators-Manifest State 11/8/2007 12/21/2007 Generators-Pre-transport State 4/28/2002 Generators-Pre-transport State 7/20/2006 7/21/2006 Generators-Pre-transport State 7/20/2006 8/8/2006 Generators-Pre-transport State 11/8/2007 12/21/2007 TSD-General EPA Personnel 1/20/1987 TSD-General EPA Personnel 1/20/1987 3/6/1987 Page 3 of 7 Glick Here to Go Back to Summary Section Page 25 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVR0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page TSD-General State 12/15/1987 2/21/1989 2/15/1988 TSD-General State 2/21/1989 8/1/1989 5/21/1989 TSD-General State 3/2/1990 3/2/1990 TSD-General State 1/17/1991 3/12/1991 6/16/1991 TSD-General State 11/25/1991 2/4/1992 4/8/1992 TSD-General State 6/9/1993 8/3/1993 11/19/1993 TSD-General State 3/13/1995 6/18/1998 TSD-General State 8/13/1996 5/21/1997 TSD-General Facility Standards State 7/20/2006 8/22/2006 TSD-Manifest/Records/Reporting State 12/15/1987 2/21/1989 2/15/1988 TSD-Financial Requirements State 8/13/1996 5/21/1997 TSD-Container Use and Management State 4/6/2004 4/8/2004 TSD-Container Use and Management State 7/20/2006 8/21/2006 TSD IS-Ground-Water Monitoring State 2/21/1989 8/1/1989 5/21/1989 TSD IS-Ground-Water Monitoring State 4/3/1990 2/7/1991 TSD IS-Ground-Water Monitoring State 6/9/1993 8/3/1993 11/19/1993 TSD IS-Ground-Water Monitoring State 10/6/1994 4/6/1995 LDR-General State 3/13/1995 6/18/1998 Permits-General Information State 7/20/2006 8/22/2006 Permits-Application State 7/18/1996 12/30/1987 Permits-Conditions State 10/6/1994 4/6/1995 Permits-Conditions State 3/19/2002 State Statute or Regulation State 12/15/1987 2/21/1989 2/15/1988 State Statute or Regulation State 1/17/1991 3/12/1991 6/16/1991 State Statute or Regulation State 11/25/1991 2/4/1992 4/8/1992 State Statute or Regulation State 3/24/1993 5/28/2001 State Statute or Regulation State 6/15/1993 5/28/2001 State Statute or Regulation State 7/22/1994 5/28/2002 State Statute or Regulation State 3/13/1995 5/28/2002 State Statute or Regulation State 1/29/1998 2/6/1998 State Statute or Regulation State 3/19/2002 State Statute or Regulation State 4/6/2004 4/22/2004 State Statute or Regulation State 4/6/2004 5/17/2004 State Statute or Regulation State 7/20/2006 8/8/2006 State Statute or Regulation State 7/20/2006 8/31/2006 State Statute or Regulation State 10/17/2006 11/16/2006 State Statute or Regulation State 11/8/2007 12/21/2007 Hazardous Waste Description 1,4-DICHLOROBENZENE 2,4,5-TP SILVEX(2,4,5-TRICHLOROPHENOXYPROPION IC ACID) 2,4-D(2,4-DICHLOROPHENOXYACETIC ACID) ACETIC ACID,LEAD(2+)SALT(OR)LEAD ACETATE API SEPARATOR SLUDGE FROM THE PETROLEUM REFINING INDUSTRY. ARSENIC BARIUM Page 4 of 7 Click Here to Go Back to Summary Section Page 26 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page BENZENE BENZENE(I,T) BENZENE,(1-METHYLETHYL)-(1)(OR)CUMENE(1) BENZENE,DIMETHYL-(I,T)(OR)XYLENE(1) BENZENE,HEXAHYDRO-(1)(OR)CYCLOHEXANE(1) BENZENE,METHYL-(OR)TOLUENE CADMIUM CARBON TETRACHLORIDE CARBON TETRACHLORIDE(OR)METHANE,TETRACHLORO- CHLORDANE CHLOROBENZENE CHLOROFORM CHROMIUM CORROSIVE WASTE CRESOL DESCRIPTION DISSOLVED AIR FLOTATION(DAF)FLOAT FROM THE PETROLEUM REFINING INDUSTRY. ENDRIN(1,2,3,4,10,10-HEXACHLORO-1,7-EPDXY-1,4,4A,5,6,7,8,8A-OCTAHYDRO-1,4-ENDO,ENDO-5,8-DIMETH-ANO-NAPHTHALENE) HEAT EXCHANGER BUNDLE CLEANING SLUDGE FROM THE PETROLEUM REFINING INDUSTRY. HYDRAZINE(R,T) HYDROFLUORIC ACID(C,T)(OR)HYDROGEN FLUORIDE(C,T) IGNITABLE WASTE LEAD LINDANE(1,2,3,4,5,6-HEXA-CHLOROCYCLOHEXANE,GAMMA ISOMER) M-CRESOL MERCURY METHANOL(1)(OR)METHYL ALCOHOL(1) METHOXYCHLOR(1,1,1-TRICHLORO-2,2-BIS[P-METHOXYPHENYL]ETHANE) METHYLETHYLKETONE O-CRESOL P-CRESOL PETROLEUM REFINERY PRIMARY OIL/WATER/SOLIDS SEPARATION SLUDGE-ANY SLUDGE GENERATED FROM THE GRAVITATIONAL SEPARATION OF OIL/WATER/SOLIDS DURING THE STORAGE OR TREATMENT OF PROCESS WASTEWATERS AND OILY COOLING WASTEWATERS FROM PETROLEUM REFINERIES. SUCH SLUDGES INCLUDE,BUT ARE NOT LIMITED TO,THOSE GENERATED IN OIL/WATER/SOLIDS SEPARATORS;TANKS AND IMPOUNDMENTS;DITCHES AND OTHER CONVEYANCES;SUMPS;AND STORM WATER UNITS RECEIVING DRY WEATHER FLOW. SLUDGES GENERATED IN STORM WATER UNITS THAT DO NOT RECEIVE DRY WEATHER FLOW,SLUDGES GENERATED IN AGGRESSIVE BIOLOGICAL TREATMENT UNITS AS DEFINED IN SECTION 261.31(13)(2)(INCLUDING SLUDGES GENERATED IN ONE OR MORE ADDITIONAL UNITS AFTER WASTEWATERS HAVE BEEN TREATED IN AGGRESSIVE BIOLOGICAL TREATMENT UNITS),AND K051 WASTES ARE EXEMPTED FROM THIS LISTING. PETROLEUM REFINERY SECONDARY(EMULSIFIED)OIL/WATER/SOLIDS SEPARATION SLUDGE-ANY SLUDGE AND/OR FLOAT GENERATED FROM THE PHYSICAL AND/OR CHEMICAL SEPARATION OF OIL/WATER/SOLIDS IN PROCESS WASTEWATERS AND OILY COOLING WASTEWATERS FROM PETROLEUM REFINERIES. SUCH WASTES INCLUDE,BUT ARE NOT LIMITED TO,ALL SLUDGES AND FLOATS GENERATED IN INDUCED AIR FLOTATION(IAF)UNITS,TANKS AND IMPOUNDMENTS,AND ALL SLUDGES GENERATED IN DAF UNITS. SLUDGES GENERATED IN STORMWATER UNITS THAT DO NOT RECEIVE DRY WEATHER FLOW,SLUDGES GENERATED IN AGGRESSIVE BIOLOGICAL TREATMENT UNITS AS DEFINED IN SECTION 261.31(13)(2)(INCLUDING SLUDGES GENERATED IN ONE OR MORE ADDITIONAL UNITS AFTER WASTEWATERS HAVE BEEN TREATED IN AGGRESSIVE BIOLOGICAL TREATMENT UNITS),AND F037,K048,AND K051 WASTES ARE EXEMPTED FROM THIS LISTING. PLUMBANE,TETRAETHYL-(OR)TETRAETHYL LEAD PYRIDINE REACTIVE WASTE SELENIUM SILVER SLOP OIL EMULSION SOLIDS FROM THE PETROLEUM REFINING INDUSTRY. SODIUM AZIDE SPENT HYDROTREATING CATALYST FROM PETROLEUM REFINING OPERATIONS,INCLUDING GUARD BEDS USED TO DESULFURIZE FEEDS TO OTHER CATALYTIC REACTORS THIS LISTING DOES NOT INCLUDE INERT SUPPORT MEDIA Page 5 of 7 Click Here to Go Back to Summary Section Page 27 DocuSign Envelope ID:93524C8C-9BAD-404B-A46F-3BB585OB76E8 BAM§DAI'A Mapped Sites Details Leopard Street Project FNVR0NMl'NT A DIVISION OF I Hf,BANK'.GIU7UP Continued from Previous Page TANK BOTTOMS(LEADED)FROM THE PETROLEUM REFINING INDUSTRY. THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE,ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. TOXAPHENE(C10 H10 CL8,TECHNICAL CHLORINATED CAMPHENE,67-69 PERCENT CHLORINE) TRICHLORETHYLENE Date of Responsible Corrective Corrective Action Description Corrective Event Agency Action Event Action Active INVESTIGATION IMPOSITION 11/3/1987 EPA Personnel Yes INVESTIGATION WORKPLAN APPROVED 3/31/1988 EPA Personnel Yes INVESTIGATION REPORT RECEIVED 4/17/1989 EPA Personnel Yes INVESTIGATION WORKPLAN RECEIVED 3/27/1995 State Yes INVESTIGATION WORKPLAN MODIFICATION REQ BY AGENCY 6/30/1994 State Yes INVESTIGATION REPORT RECEIVED 9/20/1994 State Yes REFERRED TO A NON-RCRA AUTHORITY-OTHER 9/7/1995 State Yes DATE FOR PUBLIC NOTICE ON PROPOSED REMEDY 4/30/1993 State Yes STABILIZATION/INTERIM MEASURES DECISION-OTHER 8/7/1995 State Yes CA PROCESS IS TERMINATED 1/6/2003 State Yes CA PROCESS IS TERMINATED-REMEDIAL ACTIVITIES COMPLETE 10/17/1996 State Yes CMI REPORT 2/15/1996 State Yes STABALIZATION MEASURES REPORT RECEIVED 8/7/1995 State Yes DATE FOR PUBLIC NOTICE ON PROPOSED REMEDY 11/7/2001 State Yes RFI DRAFT REPORT COMMENTS 1/18/1995 State Yes CMI WORKPLAN RECEIVED 3/29/1993 State Yes RFA COMPLETED 3/3/1987 EPA Personnel Yes INVESTIGATION WORKPLAN RECEIVED 1/28/1988 EPA Personnel Yes HUMAN EXPOSURES CONTROLLED DETERMINATION-YES,APPLICABLE AS OF 9/16/1996 EPA Personnel Yes THIS DATE RFI IMPOSITION-FOCUSED DATA COLLECTION REQ STAB EVAL 9/15/1987 State No CMI WORKPLAN APPROVED 6/22/1993 State Yes HUMAN EXPOSURES CONTROLLED DETERMINATION-MORE INFORMATION 3/20/2007 State Yes NEEDED RELEASE TO GW CONTROLLED DETERMINATION-MORE INFORMATION NEEDED 3/20/2007 State Yes RFI DRAFT REPORT COMMENTS 6/30/1994 State Yes INVESTIGATION WORKPLAN RECEIVED 3/10/1988 EPA Personnel Yes INVESTIGATION REPORT RECEIVED 3/27/1995 State Yes INVESTIGATION REPORT RECEIVED 3/11/1999 State Yes DATE FOR PUBLIC NOTICE ON PROPOSED REMEDY 11/7/2001 State Yes RFI DRAFT REPORT COMMENTS 12/17/1999 State Yes DATE FOR PUBLIC NOTICE ON PROPOSED REMEDY 11/7/2001 State Yes INVESTIGATION WORKPLAN APPROVED 7/28/1998 State Yes INVESTIGATION COMPLETE 12/20/1995 State Yes STABILIZATION MEASURES EVALUATION-FACILITY IS AMENABLE TO 3/11/1995 State Yes STABILIZATION REMEDY CONSTRUCTION 10/17/1996 State No REMEDY CONSTRUCTION-REMEDY CONSTRUCTED 7/2/2012 State Yes STABILIZATION CONSTRUCTION COMPLETED 9/7/1995 State Yes RELEASE TO GW CONTROLLED DETERMINATION-YES,APPLICABLE AS OF 1/22/2009 State Yes THIS DATE CMI WORKPLAN RECEIVED 1/24/1993 State Yes Page 6 of 7 Click Here to Go Back to Summary Section Page 28 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMl'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page CMI REPORT NOD 4/1/1996 State Yes INVESTIGATION COMPLETE 8/2/2000 State Yes REMEDY DECISION 7/2/2012 State Yes CMI REPORT 7/31/1996 State Yes INVESTIGATION COMPLETE 8/17/2001 State Yes REMEDY CONSTRUCTION 8/21/2002 State No REMEDY CONSTRUCTION 8/21/2002 State No REMEDY CONSTRUCTION 8/21/2002 State No CA PRIORITIZATION-LOW CA PRIORITY 2/24/1992 EPA Personnel Yes INVESTIGATION WORKPLAN NOTICE OF DEFICIENCY ISSUED 2/19/1988 EPA Personnel Yes RELEASE TO GW CONTROLLED DETERMINATION-YES,APPLICABLE AS OF 9/16/1996 EPA Personnel Yes THIS DATE DETERMINATION OF NEED FOR AN INVESTIGATION-INVESTIGATION IS 3/3/1987 State Yes NECESSARY REMEDY DECISION 1/24/1993 State Yes HUMAN EXPOSURES CONTROLLED DETERMINATION-YES,APPLICABLE AS OF 1/22/2009 State Yes THIS DATE CMI WORKPLAN NOD 2/10/1993 State Yes RFI IMPOSITION-FOCUSED DATA COLLECTION REQ STAB EVAL 4/7/1989 State No REFERRED TO A NON-RCRA AUTHORITY-OTHER 9/7/1999 State Yes REMEDY CONSTRUCTION 8/21/2002 State No REMEDY CONSTRUCTION 8/21/2002 State No INVESTIGATION REPORT RECEIVED 3/7/2000 State Yes DATE FOR PUBLIC NOTICE ON PROPOSED REMEDY 11/7/2001 State Yes DATE FOR PUBLIC NOTICE ON PROPOSED REMEDY 11/7/2001 State Yes Page 7 of 7 Click Here to Go Back to Summary Section Page 29 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#54 Source: EPA EPA Handler ID: TXD000803080 Handler Sequence Number: 3 Banks ID: TXD000803080 TICONA POLYMERS INC Rel.Loc.:0.75 miles N 2500 W BROADWAY,CORPUS CHRISTI,TX 78407 Elevation:18 feet(+18) Contact:J GARZA Owner Name: Number of Owners: 0 Operator Name: Number of Operators: 0 Mailing Address: PO BOX 428,BISHOP,TX 78343 Contact Name: J GARZA Contact Address: PO BOX 428,BISHOP,TX 78343 Contact Phone: 512-584-6000 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: Yes Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: General Freight Trucking,Local NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency VERBAL INFORMAL State 11/6/1990 VERBAL INFORMAL State 1/10/1991 Page 1 of 2 Glick Here to Go Back to Summary Section Page 30 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page WRITTEN INFORMAL State 6/25/1990 Evaluation Description Responsible Evaluation Date Violation Found Agency COMPLIANCE EVALUATION INSPECTION ON-SITE State 3/20/1998 FOCUSED COMPLIANCE INSPECTION State 11/12/1990 Yes FOCUSED COMPLIANCE INSPECTION State 5/29/1990 Yes Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date Resolution Date State Statute or Regulation State 5/29/1990 7/13/1990 7/25/1990 State Statute or Regulation State 11/12/1990 1/10/1991 State Statute or Regulation State 11/12/1990 12/2/1993 Hazardous Waste Description 1-BUTANOL(1)(OR)N-BUTYL ALCOHOL(1) METHANOL(1)(OR)METHYL ALCOHOL(1) End of RCRA COR Sites Section Page 2 of 2 Click Here to Go Back to Summary Section Page 31 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP RCRA TSD - RCRA► non-DORRA►CTS TSD Map ID#25 Source: EPA EPA Handler ID: TXR000015966 Handler Sequence Number: 1 Banks ID: TXR000015966 ENERGY BATTERY INC Rel.Loc.:0.16 miles N 902 N PORT AVE,CORPUS CHRISTI,TX 78469 Elevation:43 feet(+43) Contact:TERRY NESBY Owner Name: TERRY NESBY-PRESIDENT Number of Owners: 1 Operator Name: Number of Operators: 0 Mailing Address: PO BOX 4733,CORPUS CHRISTI,TX 784694733 Contact Name: TERRY NESBY Contact Address: 902 N PORT AVE,CORPUS CHRISTI,TX 784694733 Contact Phone: 5128825531 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Not a Generator Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Page 1 of 2 Glick Here to Go Back to Summary Section Page 32 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`�ONMISN'1'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Evaluation Description Responsible Evaluation Date Violation Found Agency Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date I Resolution Date Hazardous Waste Description CORROSIVE WASTE End of RCRA TSD Sites Section Page 2 of 2 Click Here to Go Back to Summary Section Page 33 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP RCRA GEN - RCRA Generators Map ID#19 Source: EPA EPA Handler ID: TXR000003582 Handler Sequence Number: 1 Banks ID: TXR000003582 CENTRAL AUTO Rel.Loc.:0.11 miles S 610 N PORT AVE,CORPUS CHRISTI,TX 78408 Elevation:30 feet(+30) Contact:CARL KUEHN Owner Name: CARL GEORGE KUEHN Number of Owners: 1 Operator Name: Number of Operators: 0 Mailing Address: 610 N PORT AVE,CORPUS CHRISTI,TX 78408 Contact Name: CARL KUEHN Contact Address: 610 N PORT AVE,CORPUS CHRISTI,TX 78408 Contact Phone: 5128823497 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Conditionally Exempt Small Quantity Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Conditionally Exempt Small Quantity Generator State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Page 1 of 2 Glick Here to Go Back to Summary Section Page 34 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Evaluation Description Responsible Evaluation Date Violation Found Agency Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date I Resolution Date Hazardous Waste Description IGNITABLE WASTE THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:TETRACHLOROETHYLENE,TRICHLORETHYLENE,METHYLENE CHLORIDE,1,1,1-TRICHLOROETHANE,CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLE NDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE,METHYLENE CHLORIDE,TRICHLOROETHYLENE,1,1,1- TRICHLOROETHANE,CHLOROBENZENE,1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE,AND 1,1,2,TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE,METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE, BENZENE,2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE,ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. End of RCRA GEN Sites Section Page 2 of 2 Glick Here to Go Back to Summary Section Page 35 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVR0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP FED BWN Federal Brownfields Map ID#32 Source: EPA EPA Property ID: 129462 Secondary ID: NA Banks ID: 129462 Rel.Loc.:0.22 miles N 1001 Coke Street,Corpus Christi,TX 78401 Elevation:5 feet(+5) Contact: Acres: 17.45 Parcel Number: Current Owner: Current Use: According to the Phase I Environmental Site Assessment(ESA)performed by Envirotest,Ltd.(Envirotest)in 2007,the subject property was undeveloped until the early 1950's.Improvement of the property occurred at that time with the development of a large residential complex.The apartment homes existed until approximately the mid 1990's when the complex was removed,with the exception of the paved streets. Historically,the surrounding area has been used for commercial,residential,and industrial purposes.Presently,the Former Use: surrounding area is predominantly residential and commercial,with some vacant properties.The adjoining vacant property to the northwest is formerly an industrial facility.The 2007 Phase I reported this facility in existence since at least 1950.Southwestern Oil and Refining Company used the property to maintain above- ground petroleum storage tanks.Tanks and all other structures at the industrial facility were reportedly removed by 2005. Impact to subsurface soil and groundwater,as documented in Phase II ESAs,appears to be from the offsite former bulk storage tank facility to the northwest of the DN Leather#2 property. Site should be entered into the Innocent Operator Program. State/TribalID: State/Tribal Enroll Date: No Further Action Date: Institutional Control Required: Unknown Institutional Control in Place: Date Institutional Control Required: Proprietary Controls: Government Controls: Additional Institutional Control Information: Action Start Date Completion Date Phase II Environmental Assessment 7/1/2010 1/31/2011 Site Name Recipient Name Leathers#2 Corpus Christi,City of Contaminants Found Other Pesticides Media Affected Groundwater Soil End of FED BWN Sites Section Page 1 of 1 Glick Here to Go Back to Summary Section Page 36 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP ST NPL - State/Tribal Equivalent NPL Map ID#52 Source: TCEQ TCEQ Regulated ID: RN103019360 TCEQ Internal ID: SUP010 Banks ID: RN103019360 INDUSTRIAL ROAD-INDUSTRIAL METALS Rel.Loc.:0.66 miles S 3000 Agnes St,Corpus Christi,TX,CORPUS CHRISTI,TX Elevation:40 feet(+40) Contact:Haley,James Proposal Date: Status: ACTIVE Status Date: 1/23/2004 HRS Score: 31.96 Additional Site Information: REMEDIAL INVESTIGATION,EVAL-SL RI WORK ORDER OR CONTRACT SIGNED Link to Additional Information: http://www.tceq.state.tx.us/remediation/superfund/state/indroad.htmi End of ST NPL Sites Section Page 1 of 1 Glick Here to Go Back to Summary Section Page 37 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP LPST - State/Tribal Leaking Storage Tank Map ID#5 Source: TCEQ LPST ID: 092933 Facility ID: 0021469 Banks ID: 092933 JERRY HIGGINS TIRE AND AUTOMOTIVE Rel.Loc.:0.03 miles NW 2802 LEOPARD,CORPUS CHRISTI,TX 78404 Elevation:36 feet(+36) Contact:CHUCK KRYZYSIAC Status: Final concurrence issued,case close Leak Discovery Date: 12/12/1988 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Page 1 of 1 Click Here to Go Back to Summary Section Page 38 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#9 Source: TCEQ LPST ID: 097862 Facility ID: 0019802 Banks ID: 097862 BENSONS CHEVROLET INC Rel.Loc.:0.04 miles S 2323 LEOPARD ST,CORPUS CHRISTI,TX 78403 Elevation:28 feet(+28) Contact:BOB BENSON Status: Final concurrence issued,case close Leak Discovery Date: 1/29/1991 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Owner Name: BENSON CHEVROLET CO INC Owner Phone: Contact Name: Contact Phone: 5128819978 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 1/29/1991 Capacity: 500 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 3 Click Here to Go Back to Summary Section Page 39 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 1/29/1991 Capacity: 500 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 1/29/1991 Capacity: 500 Comments: Install Date: 1/1/1979 Page 2 of 3 Glick Here to Go Back to Summary Section Page 40 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 41 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#10 Source: TCEQ LPST ID: 096999 Facility ID: 0052880 Banks ID: 096999 MALEK INC Rel.Loc.:0.05 miles N 2521 ANTELOPE,CORPUS CHRISTI,TX 78403 Elevation:26 feet(+26) Contact:FRANK MALEK Status: Final concurrence pending documentation of well plugging Leak Discovery Date: 10/19/1990 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: MALEK INC Owner Phone: Contact Name: FRANK MALEK Contact Phone: 361-888-8281 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 3/28/1990 Capacity: 4000 Comments: Install Date: 1/1/1975 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 42 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: In Use Status Date: Capacity: 4000 Comments: Install Date: 3/28/1990 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping),Groundwater Monitoring Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Weekly Manual Tank Gauging(tanks<=1000 gal),Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 43 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#11 Source: TCEQ LPST ID: 097302 Facility ID: 0012849 Banks ID: 097302 RAINBO BAKING CO OF CORPUS CHRISTI Rel.Loc.:0.06 miles S 611 PALM DR,CORPUS CHRISTI,TX 78408 Elevation:24 feet(+24) Contact:ROBERT MANNING Status: Final concurrence issued,case close Leak Discovery Date: 11/5/1990 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: GEORGE A FINLEY III Owner Phone: Contact Name: Contact Phone: Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 8/1/1987 Capacity: 10000 Comments: Install Date: 1/1/1971 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 4 Click Here to Go Back to Summary Section Page 44 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: ASPHALTIC Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#11A Status: Temporarily Out of Use Status Date: 10/30/1995 Capacity: 10000 Comments: Install Date: 11/1/1990 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Composite(steel w/external FRP cladding) Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Annual Piping Tightness Test(@0.1 gph) Tank Contents: Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Interstitial Monitoring within secondary wall/jacket Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 8/1/1987 Capacity: 10000 Comments: Install Date: 1/1/1979 Page 2 of 4 Click Here to Go Back to Summary Section Page 45 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: ASPHALTIC Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2A Status: Temporarily Out of Use Status Date: 10/30/1995 Capacity: 10000 Comments: Install Date: 11/1/1990 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Composite(steel w/external FRP cladding) Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Page 3 of 4 Click Here to Go Back to Summary Section Page 46 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Annual Piping Tightness Test(@0.1 gph) Tank Contents: Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Interstitial Monitoring within secondary wall/jacket Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 11/1/1990 Capacity: 300 Comments: Install Date: 11/1/1990 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 4 of 4 Click Here to Go Back to Summary Section Page 47 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#12 Source: TCEQ LPST ID: 092583 Facility ID: 0048871 Banks ID: 092583 MISTLETOE EXPRESS Rel.Loc.:0.06 miles N 2817 ANTELOPE,CORPUS CHRISTI,TX Elevation:33 feet(+33) Contact:CHUCK KRYZYSIAC Status: Final concurrence issued,case close Leak Discovery Date: 1/31/1989 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Owner Name: FIRESTONE REAL ESTATE LEASING CO Owner Phone: Contact Name: KATHLEEN SCUIENTZOW Contact Phone: 216-379-3737 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 1/30/1989 Capacity: 3000 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 3 Click Here to Go Back to Summary Section Page 48 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 1/30/1989 Capacity: 3000 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 12/13/1988 Capacity: 550 Comments: Install Date: 1/1/1971 Page 2 of 3 Glick Here to Go Back to Summary Section Page 49 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 50 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#16 Source: TCEQ LPST ID: 100210 Facility ID: 0057803 Banks ID: 100210 CLOSED SERVICE STATION Rel.Loc.:0.1 miles W 2907 LEOPARD,CORPUS CHRISTI,TX 78408 Elevation:38 feet(+38) Contact:A C BROWN Status: Final concurrence issued,case close Leak Discovery Date: 9/10/1991 Leak Discovery Method: Leak Cause: Damage Description: groundwater other than 1 b(drinking water aquifer or water well impacted/threatened),site characterization incomplete Leak Closure Date: Priority Score: Owner Name: BROWN A C Owner Phone: Contact Name: A C BROWN Contact Phone: 5125754612 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 5/3/1991 Capacity: 2000 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Page 1 of 3 Click Here to Go Back to Summary Section Page 51 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 5/3/1991 Capacity: 2000 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 5/3/1991 Capacity: 550 Comments: Install Date: 8/31/1987 Page 2 of 3 Glick Here to Go Back to Summary Section Page 52 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 53 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#17 Source: TCEQ LPST ID: 093430 Facility ID: 0028656 Banks ID: 093430 CHEVRON STATION 108658 Rel.Loc.:0.11 miles E 1621 LEOPARD,CORPUS CHRISTI,TX 78404 Elevation:36 feet(+36) Contact:ADRIANNE ROBINSON Status: Final concurrence pending documentation of well plugging Leak Discovery Date: 7/24/1989 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: E Z STOP LLC Owner Phone: Contact Name: ELIZABETH SALINAS Contact Phone: 361-883-0666 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: In Use Status Date: Capacity: 10000 Comments: Install Date: 1/1/1984 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Page 1 of 3 Click Here to Go Back to Summary Section Page 54 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Annual Piping Tightness Test(@0.1 gph),Auto.Line Leak Detector(3.Ogph for pressure piping) Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: In Use Status Date: Capacity: 10000 Comments: Install Date: 1/1/1983 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Auto.Line Leak Detector(3.Ogph for pressure piping), Annual Piping Tightness Test(@0.1 gph) Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: In Use Status Date: Capacity: 6000 Comments: Install Date: 1/1/1976 Page 2 of 3 Glick Here to Go Back to Summary Section Page 55 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'�L. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Auto.Line Leak Detector(3.Ogph for pressure piping), Annual Piping Tightness Test(@0.1 gph) Tank Contents: Diesel Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 56 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#18 Source: TCEQ LPST ID: 101958 Facility ID: 0032111 Banks ID: 101958 CPL LIPAN SERVICE CENTER Rel.Loc.:0.11 miles S 2510 LIPAN ST,CORPUS CHRISTI,TX 78408 Elevation:34 feet(+34) Contact:CURTIS K CARTER Status: Final concurrence issued,case close Leak Discovery Date: 2/5/1992 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: AEP TEXAS CENTRAL COMPANY Owner Phone: Contact Name: NANCY HUTTON Contact Phone: 361-881-5475 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Out of use Status Date: Capacity: 0002000 Comments: Install Date: 1/1/1994 Last Used Date: 1/1/1994 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00174515 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 5 Click Here to Go Back to Summary Section Page 57 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#1 Status: In use Status Date: Capacity: 0004000 Comments: Install Date: 1/15/1996 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00179882 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#1 Status: Removed from Ground Status Date: 12/6/1994 Capacity: 10000 Comments: Install Date: 1/1/1983 Page 2 of 5 Glick Here to Go Back to Summary Section Page 58 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 12/6/1994 Capacity: 10000 Comments: Install Date: 1/1/1972 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Page 3 of 5 Glick Here to Go Back to Summary Section Page 59 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 12/6/1994 Capacity: 10000 Comments: Install Date: 1/1/1972 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 12/6/1994 Capacity: 2000 Comments: Install Date: 1/1/1972 Last Used Date: Closure Certification Date: Page 4 of 5 Glick Here to Go Back to Summary Section Page 60 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 5 of 5 Glick Here to Go Back to Summary Section Page 61 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#20 Source: TCEQ LPST ID: 098953 Facility ID: 0045608 Banks ID: 098953 FORMER U S PLYWOOD CORP Rel.Loc.:0.12 miles S 2106 LIPAN ST,CORPUS CHRISTI,TX 78469 Elevation:35 feet(+35) Contact:BILL JERNIGAN Status: Final concurrence issued,case close Leak Discovery Date: 5/13/1991 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Owner Name: GEORGIA-PACIFIC CORPORATION Owner Phone: Contact Name: JULIE RAMING Contact Phone: 404-652-6869 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#3 Status: Removed from Ground Status Date: 2/28/1991 Capacity: 3000 Comments: Install Date: 1/1/1973 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 62 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 2/28/1991 Capacity: 1000 Comments: Install Date: 1/1/1973 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 63 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#21 Source: TCEQ LPST ID: 097644 Facility ID: 0019803 Banks ID: 097644 BENSON CHEVROLET Rel.Loc.:0.15 miles S 501 N PORT AVE,CORPUS CHRISTI,TX 78405 Elevation:26 feet(+26) Contact:BOB BENSON Status: Final concurrence issued,case close Leak Discovery Date: 12/18/1990 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Owner Name: BENSON CHEVROLET CO INC Owner Phone: Contact Name: Contact Phone: 5128819978 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 12/18/1990 Capacity: 8000 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 4 Click Here to Go Back to Summary Section Page 64 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 12/18/1990 Capacity: 8000 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 12/18/1990 Capacity: 6000 Comments: Install Date: 1/1/1966 Page 2 of 4 Glick Here to Go Back to Summary Section Page 65 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#A Status: Removed from Ground Status Date: 12/18/1990 Capacity: 550 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Page 3 of 4 Glick Here to Go Back to Summary Section Page 66 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 4 of 4 Glick Here to Go Back to Summary Section Page 67 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#22 Source: TCEQ LPST ID: 093017 Facility ID: 0002733 Banks ID: 093017 TRUCK SERVICE Rel.Loc.:0.15 miles E 1601 LEOPARD,CORPUS CHRISTI,TX 78401 Elevation:44 feet(+44) Contact:FRANCES I GANDY Status: Final concurrence issued,case close Leak Discovery Date: 4/20/1989 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Owner Name: CRYSTAL PETROLEUM CO Owner Phone: Contact Name: Contact Phone: 5128836574 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 7/1/1989 Capacity: 2000 Comments: Install Date: 1/1/1956 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 3 Click Here to Go Back to Summary Section Page 68 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 7/1/1989 Capacity: 2000 Comments: Install Date: 1/1/1956 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 7/1/1989 Capacity: 2000 Comments: Install Date: 1/1/1956 Page 2 of 3 Glick Here to Go Back to Summary Section Page 69 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 70 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#23 Source: TCEQ LPST ID: 104364 Facility ID: 0023536 Banks ID: 104364 CAN HANDLERS Rel.Loc.:0.15 miles S 2200 LIPAN ST,CORPUS CHRISTI,TX 78408 Elevation:28 feet(+28) Contact:MENDELS GORDON Status: Final concurrence issued,case close Leak Discovery Date: 8/14/1992 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Owner Name: RIPTIDE INVESTMENTS INC Owner Phone: Contact Name: GORDON MENDELS Contact Phone: 817-568-0001 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 8/4/1992 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 71 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 72 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#27 Source: TCEQ LPST ID: 098604 Facility ID: 0009623 Banks ID: 098604 AMERICAN BOTTLING CO Rel.Loc.:0.18 miles E 1519 LEOPARD,CORPUS CHRISTI,TX 78401 Elevation:43 feet(+43) Contact:JOE MCNEW Status: Final concurrence issued,case close Leak Discovery Date: 4/9/1991 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: COCA-COLA BOTTLING COMPANY Owner Phone: Contact Name: JOHN R GONZALES Contact Phone: 210-225-2601 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 8/30/1991 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 4 Click Here to Go Back to Summary Section Page 73 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 8/30/1991 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 8/30/1991 Capacity: 0 Comments: Install Date: 8/31/1987 Page 2 of 4 Glick Here to Go Back to Summary Section Page 74 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 8/30/1991 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Page 3 of 4 Glick Here to Go Back to Summary Section Page 75 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 4 of 4 Glick Here to Go Back to Summary Section Page 76 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#30 Source: TCEQ LPST ID: 108548 Facility ID: NA Banks ID: 108548 OLD GENE BROWN TRANSMISSION SHOP Rel.Loc.:0.2 miles N 921 N PORT AVE,CORPUS CHRISTI,TX 78405 Elevation:35 feet(+35) Contact:PAUL COKER Status: Final concurrence issued,case close Leak Discovery Date: 5(6(1994 Leak Discovery Method: Leak Cause: Damage Description: no gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Page 1 of 1 Click Here to Go Back to Summary Section Page 77 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#31 Source: TCEQ LPST ID: 104117 Facility ID: 0052586 Banks ID: 104117 SAVE A$WAREHOUSE Rel.Loc.:0.21 miles N 950 1/2 E PORT,CORPUS CHRISTI,TX 78469 Elevation:20 feet(+20) Contact:ROBERT MUIR Status: Final concurrence issued,case close Leak Discovery Date: 8/3/1992 Leak Discovery Method: Leak Cause: Damage Description: impacted gw w/in 500ft-0.25mi to sw used by human,endangered species Leak Closure Date: Priority Score: Owner Name: SUSSER PETROLEUM COMPANY LLC Owner Phone: Contact Name: CRAIG SCOTTON Contact Phone: 361-884-2463 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Out of use Status Date: Capacity: 0003000 Comments: Install Date: 1/1/1991 Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159468 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 11 Click Here to Go Back to Summary Section Page 78 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#1 Status: Removed from Ground Status Date: 8/5/1992 Capacity: 3000 Comments: Install Date: 1/1/1974 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#10 Status: Out of use Status Date: Capacity: 0004000 Comments: Install Date: 1/1/1991 Page 2 of 11 Glick Here to Go Back to Summary Section Page 79 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159472 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#11 Status: Out of use Status Date: Capacity: 0002000 Comments: Install Date: 1/19/1999 Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00193766 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Page 3 of 11 Glick Here to Go Back to Summary Section Page 80 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Diesel Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#12 Status: Out of use Status Date: Capacity: 0008800 Comments: Install Date: 1/1/1991 Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159475 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#13 Status: Out of use Status Date: Capacity: 0002000 Comments: Install Date: 1/1/1991 Last Used Date: 1/19/1999 Closure Certification Date: Page 4 of 11 Glick Here to Go Back to Summary Section Page 81 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMl'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159479 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#14 Status: Out of use Status Date: Capacity: 0008000 Comments: Install Date: 1/1/1991 Last Used Date: 3/6/2000 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159478 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Page 5 of 11 Glick Here to Go Back to Summary Section Page 82 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMl'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#15 Status: Out of use Status Date: Capacity: 0010000 Comments: Install Date: 1/1/1991 Last Used Date: 3/6/2000 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159471 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Out of use Status Date: Capacity: 0002000 Comments: Install Date: 1/1/1991 Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Page 6 of 11 Glick Here to Go Back to Summary Section Page 83 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159467 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Out of use Status Date: Capacity: 0008000 Comments: Install Date: 1/1/1991 Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159466 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Page 7 of 11 Glick Here to Go Back to Summary Section Page 84 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Out of use Status Date: Capacity: 0003000 Comments: Install Date: 1/1/1991 Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159469 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#5 Status: Out of use Status Date: Capacity: 0010000 Comments: Install Date: 1/1/1991 Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Page 8 of ll Glick Here to Go Back to Summary Section Page 85 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159470 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Diesel Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#6 Status: Out of use Status Date: Capacity: 0002000 Comments: Install Date: 1/1/1991 Last Used Date: 5/1/1992 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159476 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Page 9 of 11 Glick Here to Go Back to Summary Section Page 86 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Inventory Control: Pressure Testing: Tank#7 Status: Out of use Status Date: Capacity: 0008000 Comments: Install Date: 1/1/1991 Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159477 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#8 Status: Out of use Status Date: Capacity: 0002000 Comments: Install Date: 1/1/1987 Last Used Date: 8/1/1992 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Page 10 of 11 Glick Here to Go Back to Summary Section Page 87 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Tank Count: Unit ID: 00159473 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#9 Status: Out of use Status Date: Capacity: 0004000 Comments: Install Date: 1/1/1991 Last Used Date: 3/1/2001 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00159474 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 11 of 11 Glick Here to Go Back to Summary Section Page 88 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#34 Source: TCEQ LPST ID: 093649 Facility ID: 0037571 Banks ID: 093649 GULF COAST MEDICAL CENTER Rel.Loc.:0.26 miles N 1524 N PORT,CORPUS CHRISTI,TX 78408 Elevation:33 feet(+33) Contact:RICK DE LA GARZA Status: Final concurrence issued,case close Leak Discovery Date: 9/8/1989 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Owner Name: SIGNATURE GULF COAST HOSPITAL LP Owner Phone: Contact Name: Contact Phone: Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: In Use Status Date: Capacity: 10000 Comments: Install Date: 1/1/1985 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 89 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Nonmetallic Flexible Piping Other Piping Material Description: Piping Release Detection: Monitoring of secondary containment barrier Tank Contents: Diesel Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge Test&Inventory Cntrl,Monthly Tank Gauging(for Emer.Generator tanks),Vapor Monitoring Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 90 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#35 Source: TCEQ LPST ID: 110150 Facility ID: 0017035 Banks ID: 110150 CIRCLE K 9831 Rel.Loc.:0.34 miles NW 1050 NUECES BAY BLVD,CORPUS CHRISTI,TX 78408 Elevation:38 feet(+38) Contact:CRAIG SCOTTON Status: Final concurrence pending documentation of well plugging Leak Discovery Date: 12/8/1995 Leak Discovery Method: Leak Cause: Damage Description: former vapor impact/napl near utility,potential vapor pathway Leak Closure Date: Priority Score: Owner Name: STRIPES LLC Owner Phone: Contact Name: CRAIG SCOTTON Contact Phone: 361-884-2463 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 4/23/1996 Capacity: 8000 Comments: Install Date: 1/1/1973 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 3 Click Here to Go Back to Summary Section Page 91 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Annual Piping Tightness Test(@0.1 gph),Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat. Inventory Reconciliation)&Inventory Cntrl Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#1 Status: In Use Status Date: Capacity: 20000 Comments: Install Date: 4/20/1996 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Composite(steel w/external FRP cladding) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Annual Piping Tightness Test(@0.1 gph),Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat. Inventory Reconciliation)&Inventory Cntrl Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 4/23/1996 Capacity: 8000 Comments: Install Date: 1/1/1973 Page 2 of 3 Glick Here to Go Back to Summary Section Page 92 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 93 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#36 Source: TCEQ LPST ID: 101308 Facility ID: 0048909 Banks ID: 101308 FIRE STATION 5 Rel.Loc.:0.36 miles W 3312 LEOPARD,CORPUS CHRISTI,TX 78408 Elevation:36 feet(+36) Contact:JAMES DODSON Status: Final concurrence issued,case close Leak Discovery Date: 12/18/1991 Leak Discovery Method: Leak Cause: Damage Description: minor soil contamination-does not require a rap Leak Closure Date: Priority Score: Owner Name: CITY OF CORPUS CHRISTI Owner Phone: Contact Name: ANGEL R ESCOBAR Contact Phone: 361-826-3218 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 (120) Status: Removed from Ground Status Date: 12/19/1991 Capacity: 560 Comments: Install Date: 1/1/1986 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 94 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 95 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#37 Source: TCEQ LPST ID: 095850 Facility ID: 0013161 Banks ID: 095850 GOODYEAR TIRE AND RUBBER Rel.Loc.:0.36 miles E 1300 E LEOPARD ST,CORPUS CHRISTI,TX 78401 Elevation:62 feet(+62) Contact:MARTIN TREMBLY Status: Final concurrence issued,case close Leak Discovery Date: 6/12/1990 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Owner Name: WEIL M HARVEY Owner Phone: Contact Name: M HARVEY WEIL Contact Phone: Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 4/26/1990 Capacity: 250 Comments: Install Date: 1/1/1984 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 96 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 97 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#38 Source: TCEQ LPST ID: 112107 Facility ID: 0023480 Banks ID: 112107 MEDINA TEXACO Rel.Loc.:0.37 miles NW 3030 MARTIN LUTHER KING BLVD,CORPUS CHRISTI,TX 78408 Elevation:53 feet(+53) Contact:TED DANIELL Status: Final concurrence issued,case close Leak Discovery Date: 2/3/1997 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: MILTON V JONES Owner Phone: Contact Name: M V JONES Contact Phone: 512-289-1631 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 8/1/1997 Capacity: 6000 Comments: Install Date: 1/1/1971 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 4 Click Here to Go Back to Summary Section Page 98 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping) Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 8/1/1997 Capacity: 6000 Comments: Install Date: 1/1/1971 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping) Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 8/1/1997 Capacity: 6000 Comments: Install Date: 1/1/1971 Page 2 of 4 Glick Here to Go Back to Summary Section Page 99 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping) Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 8/1/1997 Capacity: 6000 Comments: Install Date: 1/1/1971 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Page 3 of 4 Glick Here to Go Back to Summary Section Page 100 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping) Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 4 of 4 Glick Here to Go Back to Summary Section Page 101 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#39 Source: TCEQ LPST ID: 096971 Facility ID: 0019701 Banks ID: 096971 WATER DIVISION Rel.Loc.:0.37 miles E 1317 MESTINA,CORPUS CHRISTI,TX 78408 Elevation:56 feet(+56) Contact:ANGEL ESCOBAR Status: Final concurrence issued,case close Leak Discovery Date: 10/9/1990 Leak Discovery Method: Leak Cause: Damage Description: no gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: CITY OF CORPUS CHRISTI Owner Phone: Contact Name: ANGEL R ESCOBAR Contact Phone: 361-826-3218 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 (145) Status: Removed from Ground Status Date: 9/25/1990 Capacity: 560 Comments: Install Date: 1/1/1956 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 4 Click Here to Go Back to Summary Section Page 102 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: COPPER PIPING Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2(202) Status: Removed from Ground Status Date: 9/25/1990 Capacity: 3000 Comments: Install Date: 1/1/1964 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3(203) Status: Removed from Ground Status Date: 9/25/1990 Capacity: 3000 Comments: Install Date: 1/1/1964 Page 2 of 4 Click Here to Go Back to Summary Section Page 103 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4(908) Status: Removed from Ground Status Date: 9/25/1990 Capacity: 500 Comments: Install Date: 3/1/1956 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Page 3 of 4 Glick Here to Go Back to Summary Section Page 104 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 4 of 4 Glick Here to Go Back to Summary Section Page 105 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#40 Source: TCEQ LPST ID: 096389 Facility ID: 0049858 Banks ID: 096389 OLD TRANSIT YARD Rel.Loc.:0.39 miles NE 1024 SAM RANKIN,CORPUS CHRISTI,TX 78469 Elevation:36 feet(+36) Contact:ANGEL ESCOBAR Status: Final concurrence issued,case close Leak Discovery Date: 8/8/1990 Leak Discovery Method: Leak Cause: Damage Description: no gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: CITY OF CORPUS CHRISTI Owner Phone: Contact Name: ANGEL R ESCOBAR Contact Phone: 361-826-3218 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 4/13/1988 Capacity: 3000 Comments: Install Date: 1/1/1964 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Page 1 of 5 Click Here to Go Back to Summary Section Page 106 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 4/13/1988 Capacity: 8000 Comments: Install Date: 1/1/1950 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 4/13/1988 Capacity: 6000 Comments: Install Date: 1/1/1977 Page 2 of 5 Glick Here to Go Back to Summary Section Page 107 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#400 Status: Removed from Ground Status Date: 8/6/1990 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Page 3 of 5 Glick Here to Go Back to Summary Section Page 108 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#401 Status: Removed from Ground Status Date: 8/6/1990 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#402 Status: Removed from Ground Status Date: 8/6/1990 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Page 4 of 5 Glick Here to Go Back to Summary Section Page 109 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 5 of 5 Glick Here to Go Back to Summary Section Page 110 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#40 Source: TCEQ LPST ID: 091808 Facility ID: 0049858 Banks ID: 091808 OLD TRANSIT YARD Rel.Loc.:0.39 miles NE 1024 SAM RANKIN SAM RANKIN STREET AT WINNEBAGO ST,CORPUS CHRISTI,TX 78469 Elevation:36 feet(+36) Contact:KEVIN STOWERS Status: Final concurrence issued,case close Leak Discovery Date: 4/14/1988 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: CITY OF CORPUS CHRISTI Owner Phone: Contact Name: ANGEL R ESCOBAR Contact Phone: 361-826-3218 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 4/13/1988 Capacity: 3000 Comments: Install Date: 1/1/1964 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Page 1 of 5 Click Here to Go Back to Summary Section Page 111 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 4/13/1988 Capacity: 8000 Comments: Install Date: 1/1/1950 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 4/13/1988 Capacity: 6000 Comments: Install Date: 1/1/1977 Page 2 of 5 Glick Here to Go Back to Summary Section Page 112 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#400 Status: Removed from Ground Status Date: 8/6/1990 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Page 3 of 5 Glick Here to Go Back to Summary Section Page 113 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#401 Status: Removed from Ground Status Date: 8/6/1990 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#402 Status: Removed from Ground Status Date: 8/6/1990 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Page 4 of 5 Glick Here to Go Back to Summary Section Page 114 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 5 of 5 Glick Here to Go Back to Summary Section Page 115 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#41 Source: TCEQ LPST ID: 110244 Facility ID: 0049893 Banks ID: 110244 ROSE HILL PARK CEMETERY Rel.Loc.:0.39 miles S 2731 COMANCHE,CORPUS CHRISTI,TX 78408 Elevation:37 feet(+37) Contact:LINNIE MILLS Status: Final concurrence issued,case close Leak Discovery Date: 1/5/1996 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: ROSE HILL PARK CEMETERY ASSN Owner Phone: Contact Name: HERSCHEL R BROOKS Contact Phone: 512-882-5497 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 2/12/1993 Capacity: 0 Comments: Install Date: 1/1/1975 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 116 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 117 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#42 Source: TCEQ LPST ID: 111189 Facility ID: 0009463 Banks ID: 111189 CORPUS CHRISTI MPO AND VMF Rel.Loc.:0.41 miles W 809 NUECES BAY BLVD,CORPUS CHRISTI,TX 78469 Elevation:44 feet(+44) Contact:JOSEPH LAEHR Status: Final concurrence issued,case close Leak Discovery Date: 6/10/1996 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: US POSTAL SERVICE Owner Phone: Contact Name: Contact Phone: 5128862230 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 550 Comments: Install Date: 1/1/1969 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 5 Click Here to Go Back to Summary Section Page 118 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 550 Comments: Install Date: 1/1/1969 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 5000 Comments: Install Date: 1/1/1969 Page 2 of 5 Glick Here to Go Back to Summary Section Page 119 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 5000 Comments: Install Date: 1/1/1969 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Page 3 of 5 Glick Here to Go Back to Summary Section Page 120 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#5 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 500 Comments: Install Date: 1/1/1969 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#6 Status: Removed from Ground Status Date: 3/21/1996 Capacity: 12000 Comments: Install Date: 3/1/1991 Last Used Date: Closure Certification Date: Page 4 of 5 Glick Here to Go Back to Summary Section Page 121 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Interstitial Monitoring within secondary wall/jacket,Auto.Line Leak Detector(3.Ogph for pressure piping) Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Groundwater Monitoring,Interstitial Monitoring within secondary wall/jacket Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 5 of 5 Glick Here to Go Back to Summary Section Page 122 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#42 Source: TCEQ LPST ID: 097061 Facility ID: 0009463 Banks ID: 097061 U S POSTAL SERVICE VMF Rel.Loc.:0.41 miles W 309 NUECES BAY BLVD,CORPUS CHRISTI,TX 78469 Elevation:44 feet(+44) Contact:MIKE GOODWIN Status: Final concurrence issued,case close Leak Discovery Date: 10/12/1990 Leak Discovery Method: Leak Cause: Damage Description: groundwater other than 1 b(drinking water aquifer or water well impacted/threatened),site characterization incomplete Leak Closure Date: Priority Score: Owner Name: US POSTAL SERVICE Owner Phone: Contact Name: Contact Phone: 5128862230 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 550 Comments: Install Date: 1/1/1969 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 5 Click Here to Go Back to Summary Section Page 123 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 550 Comments: Install Date: 1/1/1969 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 5000 Comments: Install Date: 1/1/1969 Page 2 of 5 Glick Here to Go Back to Summary Section Page 124 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 5000 Comments: Install Date: 1/1/1969 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Page 3 of 5 Glick Here to Go Back to Summary Section Page 125 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#5 Status: Removed from Ground Status Date: 11/30/1990 Capacity: 500 Comments: Install Date: 1/1/1969 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#6 Status: Removed from Ground Status Date: 3/21/1996 Capacity: 12000 Comments: Install Date: 3/1/1991 Last Used Date: Closure Certification Date: Page 4 of 5 Glick Here to Go Back to Summary Section Page 126 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Interstitial Monitoring within secondary wall/jacket,Auto.Line Leak Detector(3.Ogph for pressure piping) Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Groundwater Monitoring,Interstitial Monitoring within secondary wall/jacket Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 5 of 5 Glick Here to Go Back to Summary Section Page 127 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#43 Source: TCEQ LPST ID: 101491 Facility ID: 0035196 Banks ID: 101491 7 11 STORE 52123 Rel.Loc.:0.43 miles E 701 N STAPLES,CORPUS CHRISTI,TX 78400 Elevation:33 feet(+33) Contact:ROB DARVILLE Status: Final concurrence issued,case close Leak Discovery Date: 1/9/1992 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: STRIPES LLC Owner Phone: Contact Name: CRAIG SCOTTON Contact Phone: 361-884-2463 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: In Use Status Date: Capacity: 12000 Comments: Install Date: 1/1/1982 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Page 1 of 3 Click Here to Go Back to Summary Section Page 128 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Auto.Line Leak Detector(3.Ogph for pressure piping), Annual Piping Tightness Test(@0.1 gph) Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: In Use Status Date: Capacity: 12000 Comments: Install Date: 1/1/1982 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Auto.Line Leak Detector(3.Ogph for pressure piping), Annual Piping Tightness Test(@0.1 gph) Tank Contents: Diesel Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: In Use Status Date: Capacity: 12000 Comments: Install Date: 1/1/1982 Page 2 of 3 Glick Here to Go Back to Summary Section Page 129 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'�L. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Auto.Line Leak Detector(3.Ogph for pressure piping), Annual Piping Tightness Test(@0.1 gph) Tank Contents: Diesel Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 130 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#44 Source: TCEQ LPST ID: 095603 Facility ID: 0021071 Banks ID: 095603 MERCHANTS FAST MOTOR LINES Rel.Loc.:0.43 miles NW 1200 NUECES BAY BLVD,CORPUS CHRISTI,TX 78407 Elevation:35 feet(+35) Contact:RON BREDEMEYER Status: monitoring Leak Discovery Date: 5/30/1990 Leak Discovery Method: Leak Cause: Damage Description: groundwater other than 1 b(drinking water aquifer or water well impacted/threatened),site characterization incomplete Leak Closure Date: Priority Score: Owner Name: TRONOX LLC Owner Phone: Contact Name: Keith Watson Contact Phone: 405-270-3747 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 6/4/1990 Capacity: 10000 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 131 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 6/4/1990 Capacity: 5000 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 132 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#46 Source: TCEQ LPST ID: 096536 Facility ID: 0034747 Banks ID: 096536 MAINT SVCS Rel.Loc.:0.44 miles E 501 N STAPLES,CORPUS CHRISTI,TX 78401 Elevation:40 feet(+40) Contact:KEVIN STOWERS Status: Final concurrence issued,case close Leak Discovery Date: 8/8/1990 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: GONZALEZ ALONZO M Owner Phone: Contact Name: ALONZO GONZALEZ Contact Phone: 512-882-0532 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 6/19/1989 Capacity: 5000 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 3 Click Here to Go Back to Summary Section Page 133 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: COPPER PIPING Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 6/19/1989 Capacity: 5000 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER PIPING Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 6/19/1989 Capacity: 10000 Comments: Install Date: 1/1/1981 Page 2 of 3 Click Here to Go Back to Summary Section Page 134 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 135 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#47 Source: TCEQ LPST ID: 094559 Facility ID: 0032958 Banks ID: 094559 DIAMOND SHAMROCK 419 Rel.Loc.:0.44 miles W 3401 LEOPARD,CORPUS CHRISTI,TX 78408 Elevation:38 feet(+38) Contact:SHAY WIDEMAN Status: Final concurrence issued,case close Leak Discovery Date: 1/3/1990 Leak Discovery Method: Leak Cause: Damage Description: gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: DIAMOND SHAMROCK REFINING AND MARKETING COMPANY Owner Phone: Contact Name: KENT HAMEL Contact Phone: 210-345-4670 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 8/28/2002 Capacity: 10088 Comments: Install Date: 3/8/1972 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 3 Click Here to Go Back to Summary Section Page 136 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 8/28/2002 Capacity: 10088 Comments: Install Date: 3/8/1972 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 8/28/2002 Capacity: 6000 Comments: Install Date: 8/31/1987 Page 2 of 3 Glick Here to Go Back to Summary Section Page 137 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 138 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#48 Source: TCEQ LPST ID: 105217 Facility ID: 0061063 Banks ID: 105217 MUFFETT STREET WAREHOUSE Rel.Loc.:0.46 miles SE 1621 MUFFETT 1601 MUSSET,CORPUS CHRISTI,TX 78405 Elevation:55 feet(+55) Contact:H D JR STEWART Status: Final concurrence issued,case close Leak Discovery Date: 9/16/1992 Leak Discovery Method: Leak Cause: Damage Description: no gw impacted,no apparent threats or impacts to receptors Leak Closure Date: Priority Score: Owner Name: THE TEXAS MEXICAN RAILWAY COMPANY Owner Phone: Contact Name: CHARLES D JONES Contact Phone: 956-728-6700 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 6/17/1997 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 139 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 140 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#49 Source: TCEQ LPST ID: 098672 Facility ID: 0004319 Banks ID: 098672 SCOTT ELECTRIC CO Rel.Loc.:0.48 miles N 1919 N PORT AVE,CORPUS CHRISTI,TX 78401 Elevation:23 feet(+23) Contact:RALPH SKINNER Status: Final concurrence issued,case close Leak Discovery Date: 4/17/1991 Leak Discovery Method: Leak Cause: Damage Description: group 2 groundwater,plume off-site,no wells w/in 0.5mi radius Leak Closure Date: Priority Score: Owner Name: SCOTT ELECTRIC Owner Phone: Contact Name: Ralph W Skinner Contact Phone: 512-884-6326 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: In use Status Date: Capacity: 0003000 Comments: Install Date: 12/1/2000 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00195570 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 141 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#1 Status: Removed from Ground Status Date: 4/17/1991 Capacity: 4000 Comments: Install Date: 1/1/1980 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 142 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#50 Source: TCEQ LPST ID: 093118 Facility ID: 0003360 Banks ID: 093118 CORPUS CHRISTI TRANSFER CO Rel.Loc.:0.48 miles E 900 N STAPLES,CORPUS CHRISTI,TX 78401 Elevation:56 feet(+56) Contact:PHIL DUDLEY Status: Final concurrence issued,case close Leak Discovery Date: 5/26/1989 Leak Discovery Method: Leak Cause: Damage Description: soil contamination only,requires full site assessment&rap Leak Closure Date: Priority Score: Owner Name: TUCKER PERRY C Owner Phone: Contact Name: Contact Phone: 5128834391 Comments: Leak Substance Diesel: Gasoline: Jet Fuel: Kerosene: New Oil: Used Oil: Unknown: CERCLA Substance: Tank#1 Status: Removed from Ground Status Date: 7/5/1989 Capacity: 6000 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 1 of 2 Click Here to Go Back to Summary Section Page 143 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: End of LPST Sites Section Page 2 of 2 Glick Here to Go Back to Summary Section Page 144 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP PST = State/Tribal Storage Tank Map ID#1 Source: TCEQ Facility#: 0057361 TCEQ Customer ID: 087552 Banks ID: 0057361 COOPER OUTDOOR ADV Rel.Loc.:0.02 miles S 1821 LEOPARD,CORPUS CHRISTI,TX 78401 Elevation:42 feet(+42) Contact:GORDON COOPER Owner Name: COOPER OUTDOOR ADV INC Owner Phone: Contact Name: GORDON COOPER Contact Phone: 361-882-3088 Number of ASTs: 0 Number of USTs: 4 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 4/10/2009 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Page 1 of 3 Glick Here to Go Back to Summary Section Page 145 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Status Date: 4/10/2009 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 4/10/2009 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Page 2 of 3 Glick Here to Go Back to Summary Section Page 146 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 4/10/2009 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 147 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#2 Source: TCEQ Facility#: 0057804 TCEQ Customer ID: 087585 Banks ID: 0057804 SAMS PAINT&BODY Rel.Loc.:0.02 miles N 1908 LEOPARD ST,CORPUS CHRISTI,TX 78469 Elevation:29 feet(+29) Contact:Jesusa Hinojosa Owner Name: JESUSA G HINOJOSA Owner Phone: Contact Name: Jesusa Hinojosa Contact Phone: 512-882-9258 Number of ASTs: 0000 Number of USTs: 0003 Total Number of Tanks: Tank#1 Status: Temporarily Out of Use Status Date: 8/31/1987 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Temporarily Out of Use Status Date: 8/31/1987 Capacity: 0 Page 1 of 3 Glick Here to Go Back to Summary Section Page 148 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Temporarily Out of Use Status Date: 8/31/1987 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Glick Here to Go Back to Summary Section Page 149 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 150 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#3 Source: TCEQ Facility#: 0029541 TCEQ Customer ID: 078232 Banks ID: 0029541 SAVE A CLUB Rel.Loc.:0.02 miles S 2211 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:37 feet(+37) Contact:ROB DARVILLE Owner Name: SUSSER PETROLEUM DBA RUSCHE DISTRIBUTING CO Owner Phone: Contact Name: CRAIG SCOTTON Contact Phone: 361-852-2266 Number of ASTs: 0 Number of USTs: 2 Total Number of Tanks: Tank#1 Status: Perm.Filled in Place Status Date: 11/8/1988 Capacity: 8000 Comments: Install Date: 1/1/1976 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Perm.Filled in Place Status Date: 11/8/1988 Capacity: 8000 Page 1 of 2 Glick Here to Go Back to Summary Section Page 151 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/1/1976 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 152 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#4 Source: TCEQ Facility#: 0004204 TCEQ Customer ID: 039468 Banks ID: 0004204 GENERAL TIRE SERVICE Rel.Loc.:0.02 miles S 2601 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:26 feet(+26) Contact:TOM GOODWIN Owner Name: CONTINENTAL TIRE NORTH AMERICA INC Owner Phone: Contact Name: JESSE SANTOS Contact Phone: 830-591-7140 Number of ASTs: 0 Number of USTs: 1 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 11/2/1987 Capacity: 350 Comments: Install Date: 1/1/1983 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 1 of 1 Glick Here to Go Back to Summary Section Page 153 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#6 Source: TCEQ Facility#: 0018571 TCEQ Customer ID: 072932 Banks ID: 0018571 NU WAY GAS&FOOD Rel.Loc.:0.03 miles N 2214 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:32 feet(+32) Contact:NISAR AHMED Owner Name: NN BUSINESS INC Owner Phone: Contact Name: NISAR AHMED Contact Phone: 361-884-6617 Number of ASTs: 0000 Number of USTs: 0005 Total Number of Tanks: Tank#1 Status: In Use Status Date: Capacity: 10027 Comments: Install Date: 1/1/1985 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: In Use Status Date: Capacity: 10027 Page 1 of 4 Glick Here to Go Back to Summary Section Page 154 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/1/1985 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: In Use Status Date: Capacity: 10027 Comments: Install Date: 1/1/1985 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 4 Glick Here to Go Back to Summary Section Page 155 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: In Use Status Date: Capacity: 8022 Comments: Install Date: 1/1/1985 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Diesel Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#5 Status: In Use Status Date: Capacity: 2004 Comments: Install Date: 1/1/1985 Page 3 of 4 Glick Here to Go Back to Summary Section Page 156 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Kerosene Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 4 of 4 Glick Here to Go Back to Summary Section Page 157 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#8 Source: TCEQ Facility#: 0033891 TCEQ Customer ID: 095412 Banks ID: 0033891 CROSSTOWN FORD TRUCK SALES Rel.Loc.:0.04 miles S 2725 LEOPARD ST,CORPUS CHRISTI,TX 78403 Elevation:25 feet(+25) Contact:RICK BELL Owner Name: CROSSTOWN TRUCK SALES Owner Phone: Contact Name: BOWDEN STARLIN Contact Phone: 5128807800 Number of ASTs: 0000 Number of USTs: 0001 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 4/14/1994 Capacity: 6000 Comments: Install Date: 1/1/1982 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 1 of 1 Glick Here to Go Back to Summary Section Page 158 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#9 Source: TCEQ Facility#: 0019802 TCEQ Customer ID: 087462 Banks ID: 0019802 GAINANS CHEVROLET CITY Rel.Loc.:0.04 miles S 2323 LEOPARD,CORPUS CHRISTI,TX 78403 Elevation:28 feet(+28) Contact:T WAYLAND Owner Name: BENSON CHEVROLET CO INC Owner Phone: Contact Name: Contact Phone: 5128819978 Number of ASTs: 0000 Number of USTs: 0003 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 1/29/1991 Capacity: 500 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 1/29/1991 Capacity: 500 Page 1 of 3 Glick Here to Go Back to Summary Section Page 159 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 1/29/1991 Capacity: 500 Comments: Install Date: 1/1/1979 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Glick Here to Go Back to Summary Section Page 160 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 161 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#9 Source: TCEQ Facility#: 0044478 TCEQ Customer ID: 097957 Banks ID: 0044478 GAINAWA CHEVROLET CORP Rel.Loc.:0.04 miles S 2323 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:28 feet(+28) Contact:MERV OSBORNE Owner Name: GAINAWA CHEVROLET CORP INC Owner Phone: Contact Name: Contact Phone: 5128845234 Number of ASTs: 0 Number of USTs: 22 Total Number of Tanks: Tank#1 Status: In Use Status Date: Capacity: 100 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#10 Status: In Use Status Date: Capacity: 40 Page 1 of 15 Glick Here to Go Back to Summary Section Page 162 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#11 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 15 Click Here to Go Back to Summary Section Page 163 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#12 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#13 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Page 3 of 15 Click Here to Go Back to Summary Section Page 164 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#14 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Page 4 of 15 Click Here to Go Back to Summary Section Page 165 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#15 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#16 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Page 5 of 15 Click Here to Go Back to Summary Section Page 166 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#17 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Page 6 of 15 Click Here to Go Back to Summary Section Page 167 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#18 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#19 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Page 7 of 15 Click Here to Go Back to Summary Section Page 168 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Page 8 of 15 Click Here to Go Back to Summary Section Page 169 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#20 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#21 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Page 9 of 15 Click Here to Go Back to Summary Section Page 170 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#22 Status: In Use Status Date: Capacity: 75 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Page 10 of 15 Click Here to Go Back to Summary Section Page 171 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Inventory Control: Pressure Testing: Tank#3 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Page 11 of 15 Click Here to Go Back to Summary Section Page 172 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#5 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 12 of 15 Click Here to Go Back to Summary Section Page 173 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Tank#6 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#7 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Page 13 of 15 Click Here to Go Back to Summary Section Page 174 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#8 Status: In Use Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#9 Status: In Use Page 14 of 15 Click Here to Go Back to Summary Section Page 175 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project ENVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Status Date: Capacity: 40 Comments: Install Date: 1/1/1967 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: COPPER Piping Release Detection: Tank Contents: Other Tank Contents Description: Hydraulic Lift Oil Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 15 of 15 Click Here to Go Back to Summary Section Page 176 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#10 Source: TCEQ Facility#: 0052880 TCEQ Customer ID: 082900 Banks ID: 0052880 MALEK Rel.Loc.:0.05 miles N 2521 ANTELOPE ST,CORPUS CHRISTI,TX 78408 Elevation:26 feet(+26) Contact:STEVE LEWIS Owner Name: MALEK INC Owner Phone: Contact Name: FRANK MALEK Contact Phone: 361-888-8281 Number of ASTs: 0000 Number of USTs: 0002 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 3/28/1990 Capacity: 4000 Comments: Install Date: 1/1/1975 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: In Use Status Date: Capacity: 4000 Page 1 of 2 Glick Here to Go Back to Summary Section Page 177 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 3/28/1990 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Auto.Line Leak Detector(3.Ogph for pressure piping),Groundwater Monitoring Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Weekly Manual Tank Gauging(tanks<=1000 gal),Automatic Tank Gauge Test& Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 178 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#11 Source: TCEQ Facility#: 0012849 TCEQ Customer ID: 052052 Banks ID: 0012849 RAINBO BAKING Rel.Loc.:0.06 miles S 611 PALM DR,CORPUS CHRISTI,TX 78408 Elevation:24 feet(+24) Contact:Robert Manning Owner Name: GEORGE A FINLEY III Owner Phone: Contact Name: Contact Phone: Number of ASTs: 0000 Number of USTs: 0005 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 8/1/1987 Capacity: 10000 Comments: Install Date: 1/1/1971 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: ASPHALTIC Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#11A Status: Temporarily Out of Use Status Date: 10/30/1995 Capacity: 10000 Page 1 of 4 Glick Here to Go Back to Summary Section Page 179 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'�L. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 11/1/1990 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Composite(steel w/external FRP cladding) Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Annual Piping Tightness Test(@0.1 gph) Tank Contents: Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Interstitial Monitoring within secondary wall/jacket Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 8/1/1987 Capacity: 10000 Comments: Install Date: 1/1/1979 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 4 Click Here to Go Back to Summary Section Page 180 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: ASPHALTIC Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2A Status: Temporarily Out of Use Status Date: 10/30/1995 Capacity: 10000 Comments: Install Date: 11/1/1990 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Composite(steel w/external FRP cladding) Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Annual Piping Tightness Test(@0.1 gph) Tank Contents: Other Tank Contents Description: Empty Tank Contents Mixture Information: Tank Release Detection: Interstitial Monitoring within secondary wall/jacket Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 11/1/1990 Capacity: 300 Comments: Install Date: 11/1/1990 Page 3 of 4 Click Here to Go Back to Summary Section Page 181 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 4 of 4 Glick Here to Go Back to Summary Section Page 182 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#12 Source: TCEQ Facility#: 0048871 TCEQ Customer ID: 039328 Banks ID: 0048871 MISTLETOE EXPRESS Rel.Loc.:0.06 miles N 2817 ANTELOPE,CORPUS CHRISTI,TX 78408 Elevation:33 feet(+33) Contact:KA SCHEUTZOW Owner Name: FIRESTONE REAL ESTATE LEASING CO Owner Phone: Contact Name: KATHLEEN SCUIENTZOW Contact Phone: 216-379-3737 Number of ASTs: 0000 Number of USTs: 0003 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 1/30/1989 Capacity: 3000 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 1/30/1989 Capacity: 3000 Page 1 of 3 Glick Here to Go Back to Summary Section Page 183 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 12/13/1988 Capacity: 550 Comments: Install Date: 1/1/1971 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Glick Here to Go Back to Summary Section Page 184 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 185 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#16 Source: TCEQ Facility#: 0057803 TCEQ Customer ID: 091813 Banks ID: 0057803 A C BROWN Rel.Loc.:0.1 miles W 2907 LEOPARD,CORPUS CHRISTI,TX 78469 Elevation:38 feet(+38) Contact:A C BROWN Owner Name: BROWN A C Owner Phone: Contact Name: A C BROWN Contact Phone: 5125754612 Number of ASTs: 0000 Number of USTs: 0003 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 5/3/1991 Capacity: 2000 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 5/3/1991 Capacity: 2000 Page 1 of 3 Glick Here to Go Back to Summary Section Page 186 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 5/3/1991 Capacity: 550 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Glick Here to Go Back to Summary Section Page 187 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 188 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#17 Source: TCEQ Facility#: 0028656 TCEQ Customer ID: 065802 Banks ID: 0028656 E Z STOP Rel.Loc.:0.11 miles E 1621 LEOPARD ST,CORPUS CHRISTI,TX 78401 Elevation:36 feet(+36) Contact:AMAN ULLAH Owner Name: E Z STOP LLC Owner Phone: Contact Name: ELIZABETH SALINAS Contact Phone: 361-883-0666 Number of ASTs: 0000 Number of USTs: 0003 Total Number of Tanks: Tank#1 Status: In Use Status Date: Capacity: 10000 Comments: Install Date: 1/1/1984 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Annual Piping Tightness Test(@0.1 gph),Auto.Line Leak Detector(3.Ogph for pressure piping) Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge Test&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: In Use Status Date: Capacity: 10000 Page 1 of 3 Glick Here to Go Back to Summary Section Page 189 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'�L. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/1/1983 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Auto.Line Leak Detector(3. Ogph for pressure piping),Annual Piping Tightness Test(@0.1 gph) Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Automatic Tank Gauge Test& Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: In Use Status Date: Capacity: 6000 Comments: Install Date: 1/1/1976 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Click Here to Go Back to Summary Section Page 190 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt&ANK'�GIU7UP Continued from Previous Page Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Auto.Line Leak Detector(3. Ogph for pressure piping),Annual Piping Tightness Test(@0.1 gph) Tank Contents: Diesel Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl,Automatic Tank Gauge Test& Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 191 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#18 Source: TCEQ Facility#: 0032111 TCEQ Customer ID: 065988 Banks ID: 0032111 AEP LIPAN SERVICE CENTER Rel.Loc.:0.11 miles S 2510 LIPAN ST,CORPUS CHRISTI,TX 78408 Elevation:34 feet(+34) Contact:LEE WANE Owner Name: AEP TEXAS CENTRAL COMPANY Owner Phone: Contact Name: NANCY HUTTON Contact Phone: 361-881-5475 Number of ASTs: 0002 Number of USTs: 0004 Total Number of Tanks: Tank#1 Status: Out of use Status Date: Capacity: 0002000 Comments: Install Date: 1/1/1994 Last Used Date: 1/1/1994 Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00174515 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#1 Status: In use Status Date: Capacity: 0004000 Page 1 of 5 Glick Here to Go Back to Summary Section Page 192 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/15/1996 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: above Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: 00179882 Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#1 Status: Removed from Ground Status Date: 12/6/1994 Capacity: 10000 Comments: Install Date: 1/1/1983 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 5 Glick Here to Go Back to Summary Section Page 193 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 12/6/1994 Capacity: 10000 Comments: Install Date: 1/1/1972 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 12/6/1994 Capacity: 10000 Comments: Install Date: 1/1/1972 Page 3 of 5 Glick Here to Go Back to Summary Section Page 194 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 12/6/1994 Capacity: 2000 Comments: Install Date: 1/1/1972 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Page 4 of 5 Glick Here to Go Back to Summary Section Page 195 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 5 of 5 Glick Here to Go Back to Summary Section Page 196 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#20 Source: TCEQ Facility#: 0045608 TCEQ Customer ID: 039434 Banks ID: 0045608 FORMER U S PLYWOOD CORPORATION Rel.Loc.:0.12 miles S 2106 LIPAN ST,CORPUS CHRISTI,TX 78550 Elevation:35 feet(+35) Contact:GEORGE DANIEL Owner Name: GEORGIA-PACIFIC CORPORATION Owner Phone: Contact Name: JULIE RAMING Contact Phone: 404-652-6869 Number of ASTs: 0000 Number of USTs: 0002 Total Number of Tanks: Tank#3 Status: Removed from Ground Status Date: 2/28/1991 Capacity: 3000 Comments: Install Date: 1/1/1973 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 2/28/1991 Capacity: 1000 Page 1 of 2 Glick Here to Go Back to Summary Section Page 197 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/1/1973 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 2 of 2 Glick Here to Go Back to Summary Section Page 198 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#21 Source: TCEQ Facility#: 0019803 TCEQ Customer ID: 087463 Banks ID: 0019803 GAINANS CHEVROLET CITY Rel.Loc.:0.15 miles S 501 N PORT AVE,CORPUS CHRISTI,TX 78408 Elevation:26 feet(+26) Contact:J GUTIERREZ Owner Name: BENSON CHEVROLET CO INC Owner Phone: Contact Name: Contact Phone: 5128819978 Number of ASTs: 0000 Number of USTs: 0004 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 12/18/1990 Capacity: 8000 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 12/18/1990 Capacity: 8000 Page 1 of 3 Glick Here to Go Back to Summary Section Page 199 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 12/18/1990 Capacity: 6000 Comments: Install Date: 1/1/1966 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Glick Here to Go Back to Summary Section Page 200 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#A Status: Removed from Ground Status Date: 12/18/1990 Capacity: 550 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 201 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#22 Source: TCEQ Facility#: 0002733 TCEQ Customer ID: 041278 Banks ID: 0002733 TRUCK SERVICE Rel.Loc.:0.15 miles E 1601 LEOPARD,CORPUS CHRISTI,TX 78401 Elevation:44 feet(+44) Contact:R CARROLL Owner Name: CRYSTAL PETROLEUM CO Owner Phone: Contact Name: Contact Phone: 5128836574 Number of ASTs: 0 Number of USTs: 3 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 7/1/1989 Capacity: 2000 Comments: Install Date: 1/1/1956 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 7/1/1989 Capacity: 2000 Page 1 of 3 Glick Here to Go Back to Summary Section Page 202 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/1/1956 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 7/1/1989 Capacity: 2000 Comments: Install Date: 1/1/1956 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Glick Here to Go Back to Summary Section Page 203 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 204 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#23 Source: TCEQ Facility#: 0023536 TCEQ Customer ID: 092962 Banks ID: 0023536 MUSTANG BLDG MATRLS Rel.Loc.:0.15 miles S 2200 LIPAN,CORPUS CHRISTI,TX 78408 Elevation:28 feet(+28) Contact:JOHN BRANNAN Owner Name: RIPTIDE INVESTMENTS INC Owner Phone: Contact Name: GORDON MENDELS Contact Phone: 817-568-0001 Number of ASTs: 0000 Number of USTs: 0001 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 8/4/1992 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 1 of 1 Glick Here to Go Back to Summary Section Page 205 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#26 Source: TCEQ Facility#: 0043075 TCEQ Customer ID: 071890 Banks ID: 0043075 AAMCO TRANSMISSION Rel.Loc.:0.17 miles W 3010 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:25 feet(+25) Contact:Hal Cox Owner Name: COX HAL E Owner Phone: Contact Name: Hal Cox Contact Phone: 361-881-8200 Number of ASTs: 0000 Number of USTs: 0001 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 7/8/2009 Capacity: 500 Comments: Install Date: 1/1/1985 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Weekly Manual Tank Gauging(tanks<=1000 gal) Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 1 of 1 Glick Here to Go Back to Summary Section Page 206 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#27 Source: TCEQ Facility#: 0009623 TCEQ Customer ID: 073179 Banks ID: 0009623 AMERICAN BOTTLING Rel.Loc.:0.18 miles E 1519 LEOPARD,CORPUS CHRISTI,TX 78401 Elevation:43 feet(+43) Contact:RAMIRO PEREZ Owner Name: COCA-COLA BOTTLING COMPANY Owner Phone: Contact Name: JOHN R GONZALES Contact Phone: 210-225-2601 Number of ASTs: 0 Number of USTs: 4 Total Number of Tanks: Tank#1 Status: Removed from Ground Status Date: 8/30/1991 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: Removed from Ground Status Date: 8/30/1991 Capacity: 0 Page 1 of 3 Glick Here to Go Back to Summary Section Page 207 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3 Status: Removed from Ground Status Date: 8/30/1991 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Glick Here to Go Back to Summary Section Page 208 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#4 Status: Removed from Ground Status Date: 8/30/1991 Capacity: 0 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 209 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#29 Source: TCEQ Facility#: 0048894 TCEQ Customer ID: 056755 Banks ID: 0048894 POLICE HEADQUARTERS Rel.Loc.:0.2 miles NE 1616 MARTIN LUTHUR KING DR,CORPUS CHRISTI,TX 78401 Elevation:23 feet(+23) Contact:DENNIS TREVINO Owner Name: CITY OF CORPUS CHRISTI Owner Phone: Contact Name: ANGEL R ESCOBAR Contact Phone: 361-826-3218 Number of ASTs: 0000 Number of USTs: 0003 Total Number of Tanks: Tank#1 (150) Status: Removed from Ground Status Date: 10/3/1993 Capacity: 4000 Comments: Install Date: 1/1/1968 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2(151) Status: Removed from Ground Status Date: 10/3/1993 Capacity: 2000 Page 1 of 3 Glick Here to Go Back to Summary Section Page 210 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 1/1/1980 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#3(152) Status: Perm.Filled in Place Status Date: 10/15/1993 Capacity: 600 Comments: Install Date: 1/1/1973 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Glick Here to Go Back to Summary Section Page 211 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 212 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#31 Source: TCEQ Facility#: 0068322 TCEQ Customer ID: 103240 Banks ID: 0068322 SAVE A WAREHOUSE Rel.Loc.:0.21 miles N 950 1/2 E PORT AVE,CORPUS CHRISTI,TX 78401 Elevation:31 feet(+31) Contact:Rob Darville Owner Name: FUEL MANAGEMENT Owner Phone: Contact Name: Rob Daraville Contact Phone: 512-883-6321 Number of ASTs: 0000 Number of USTs: 0004 Total Number of Tanks: Tank#A Status: Removed from Ground Status Date: 11/14/1995 Capacity: 2000 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#B Status: Removed from Ground Status Date: 12/20/1995 Capacity: 500 Page 1 of 3 Glick Here to Go Back to Summary Section Page 213 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#C Status: Removed from Ground Status Date: 12/20/1995 Capacity: 1000 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Page 2 of 3 Glick Here to Go Back to Summary Section Page 214 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Piping Material: Steel Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#D Status: Removed from Ground Status Date: 1/4/1996 Capacity: 1000 Comments: Install Date: 8/31/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: Steel Other Construction Material Description: Construction Material Repair Date: Piping Material: Other Piping Material Description: Piping Release Detection: Tank Contents: Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: Automatic Tank Gauge: Inventory Control: Pressure Testing: Page 3 of 3 Glick Here to Go Back to Summary Section Page 215 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#33 Source: TCEQ Facility#: 0049916 TCEQ Customer ID: 054149 Banks ID: 0049916 L&F DISTRIBUTORS Rel.Loc.:0.22 miles S 601 19TH ST N,CORPUS CHRISTI,TX 78408 Elevation:38 feet(+38) Contact:RICHARD GARCIA Owner Name: L&F DISTRIBUTORS INC Owner Phone: Contact Name: GREG LAMANTIA Contact Phone: 361-884-8888 Number of ASTs: 0000 Number of USTs: 0002 Total Number of Tanks: Tank#1 Status: In Use Status Date: Capacity: 9728 Comments: Install Date: 11/1/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Annual Piping Tightness Test(@0.1 gph),Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Diesel Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: Tank#2 Status: In Use Status Date: Capacity: 5929 Page 1 of 2 Glick Here to Go Back to Summary Section Page 216 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVII`ONMEN'T'�L. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Comments: Install Date: 11/1/1987 Last Used Date: Closure Certification Date: Removed: Gallons Remaining: Above or Below Ground Tank: below Assessment Date: Assessment Leak Check: Tank Contents are Hazardous: No Tank Count: Unit ID: Construction Type: Construction Material: FRP(fiberglass-reinforced plastic) Other Construction Material Description: Construction Material Repair Date: Piping Material: FRP(fiberglass-reinforced plastic) Other Piping Material Description: Piping Release Detection: Annual Piping Tightness Test(@0.1 gph),Auto.Line Leak Detector(3.Ogph for pressure piping),SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Tank Contents: Gasoline Other Tank Contents Description: Tank Contents Mixture Information: Tank Release Detection: SIR(Stat.Inventory Reconciliation)&Inventory Cntrl Automatic Tank Gauge: Inventory Control: Pressure Testing: End of PST Sites Section Page 2 of 2 Glick Here to Go Back to Summary Section Page 217 DocuSign Envelope ID: �935224TCi8CC§DATA 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP VCP - State/Tribal Voluntary Cleanup Map ID#45 Source: TCEQ IOP ID: 365 VCP ID: NA Banks ID: IOP 000365 HEB Corpus Christi Store 3 Rel.Loc.:0.43 miles W 3500 Leopard Street,Corpus Christi,TX 78408-3204 Elevation:25 feet(+25) Contact: Status: Withdrawal Receive Date: 6/2/2003 Project Completion Date: Completion Date-Certificate Issued: Covenant Not to Sue: Facility Type: Grocery Store Acres: 5.54 Applicant: HEB Grocery Company,LP Institutional Controls: Site Contamination Information: VOCs Media Affected: Groundwater Owner Name: Owner Phone: Additional Information: End of VCP Sites Section Page 1 of 1 Glick Here to Go Back to Summary Section Page 218 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP HW - State/Tribal Hazardous:Waste Map ID#4 Source: TCEQ Register#: 73143 EPA ID: TXD001687078 Banks ID: 73143 GENERAL TIRE SERVICE Rel.Loc.:0.02 miles S 2601 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:26 feet(+26) Contact:JOHN DOUGLAS Status: INACTIVE Waste Description: Location Description: 2601 Leopard,Corpus Christi,TX Additional State ID: 27575 Permit Number: Business Type: Corporation Facility Type: Facility Owner Name: GENERAL TIRE SERVICE Facility Owner Phone: 1-512-8828203 Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: Operator Address: Page 1 of 1 Glick Here to Go Back to Summary Section Page 219 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#7 Source: TCEQ Register#: 69882 EPA ID: NA Banks ID: 69882 AMERICAN BOTTLING Rel.Loc.:0.03 miles N 717 LESTER ST,CORPUS CHRISTI,TX 78408 Elevation:29 feet(+29) Contact: Status: INACTIVE Waste Description: Location Description: 717 Lester,Corpus Christi,TX Additional State ID: 24753 Permit Number: Business Type: Corporation Facility Type: Facility Owner Name: AMERICAN BOTTLING COMPANY Facility Owner Phone: Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: TDB ENTERPRISES LTD Operator Address: Page 1 of 1 Glick Here to Go Back to Summary Section Page 220 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVR0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#8 Source: TCEQ Register#: 76855 EPA ID: TXD988059127 Banks ID: 76855 CROSS TOWN FORD SALES Rel.Loc.:0.04 miles S 2725 Leopard St,Corpus Christi,TX 78408 Elevation:25 feet(+25) Contact:WIL SIMS Status: INACTIVE Waste Description: Location Description: 2725 Leopard St,Corpus Christi,TX Additional State ID: 31162 Permit Number: Business Type: Unknown Facility Type: Facility Owner Name: CROSSTOWN FORD SALES INC Facility Owner Phone: Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: Operator Address: Total Waste Waste Waste Description Disposal Method Storage Method Annual ID Code Waste (lbs) 79591 0566203H Immersion cleaner from parts cleaning. 79590 0501203H Spent solvent from parts cleaning. Page 1 of 1 Glick Here to Go Back to Summary Section Page 221 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#9 Source: TCEQ Register#: 68243 EPA ID: TXD108511668 Banks ID: 68243 GAINANS CHEVROLET CITY Rel.Loc.:0.04 miles S 2323 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:28 feet(+28) Contact:GARY GAINANS Status: INACTIVE Waste Description: Location Description: 2323 Leopard Street,Corpus Christi,TX Additional State ID: 23198 Permit Number: Business Type: Corporation Facility Type: Facility Owner Name: GAINANS CHEVROLET CITY Facility Owner Phone: Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: Operator Address: Page 1 of 1 Glick Here to Go Back to Summary Section Page 222 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVR0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#11 Source: TCEQ Register#: 31359 EPA ID: NA Banks ID: 31359 EARTHGRAINS-RAINBO BAKING CEASED 9-30-9 Rel.Loc.:0.06 miles S 611 Palm Dr,Corpus Christi,TX 78408 Elevation:24 feet(+24) Contact:LARRY WENDT Status: INACTIVE Waste Description: Location Description: 611 Palm Dr,Corpus Christi,TX Additional State ID: 8915 Permit Number: Business Type: Corporation Facility Type: Facility Owner Name: THE EARTHGRAINS COMPANY Facility Owner Phone: Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: Operator Address: Total Waste Waste Waste Description Disposal Method Storage Method Annual ID Code Waste (lbs) 77528 00143072 Scrap metal;generated from obsolete machine parts and repairs;initial generati 77529 00306092 Sludge consisting of dirt and other solids from storm water run-off of parking 1 126391 00344891 Oil absorbent material used to absorb small spills&leaks of petroleum products Used antifreeze removed from fleet 77530 00122961 vehicles;initial generation-approximat elyl General trash including cardboard, 17789 00329012 empty ingredient bags,empty plastic bread be Scrap dough and bread products; 17790 00339022 produced from manufacturing process and stales;i 298026 DP7H3192 77518 00082061 Used oil;generated from the removal of oil from fleet vehicles and machinery;i 77527 00254062 Empty plastic drums;generated from the receipt of ingredients;initial generati 77519 0016309H Used truck batteries;generated from the removal of batteries from fleet vehicle Naphtha solvent(non-hazardous,Flash 77520 0005203H Point-150 degrees F);generated from par 77521 00244032 Used truck tires;generated from the removal of tires from fleet vehicles;initi 77522 00173101 Used oil filters;generated from the removal of oil filters from fleet trucks an Empty metal drums(and other metal 77523 00153082 containers);generated from the receipt of in Wooden pallets;generated from the 77526 00264882 receipt of machinery parts and wood debris fr Page 1 of 1 Click Here to Go Back to Summary Section Page 223 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#13 Source: TCEQ Register#: 68722 EPA ID: NA Banks ID: 68722 JR AUTO SALES Rel.Loc.:0.08 miles W 2909 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:37 feet(+37) Contact:J R Status: INACTIVE Waste Description: Location Description: 2909 Leopard,Corpus Christi,TX Additional State ID: 23652 Permit Number: Business Type: Other(Misc Facility Type: Facility Owner Name: JR AUTO SALES Facility Owner Phone: Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: Operator Address: Page 1 of 1 Glick Here to Go Back to Summary Section Page 224 DocuSign Envelope ID: �935224TCi8CC§DATA 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project E:NVIt�ONMISN'1'AL. A DIVISION OF IHt B,NK'.GIU7UP Historical Record -Site does not appear in current listing of source data Map ID#14 Source: TCEQ Register#: 79123 EPA ID: NA Banks ID: 79123 Coyotes Sportswear Rel.Loc.:0.09 miles S 1921 Mestina,Corpus Christi,TX 78408 Elevation:31 feet(+31) Contact:Kris Smith Status: Inactive Waste Description: Location Description: Additional State ID: 032677 Permit Number: Business Type: Facility Type: Facility Owner Name: Facility Owner Phone: Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: Operator Address: Page 1 of 1 Glick Here to Go Back to Summary Section Page 225 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#15 Source: TCEQ Register#: 68244 EPA ID: TXD981057979 Banks ID: 68244 CROSSTOWN FORD SALES Rel.Loc.:0.09 miles S 530 PALM DR,CORPUS CHRISTI,TX 78408 Elevation:32 feet(+32) Contact:JIM FLING Status: CLOSED Waste Description: Location Description: 530 Palm Drive,Corpus Christi,TX Additional State ID: 23199 Permit Number: Business Type: Unknown Facility Type: Facility Owner Name: CROSSTOWN FORD SALES INC Facility Owner Phone: 1-512-8517600 Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: CROSSTOWN FORD SALES INC Operator Address: PO BOX 2988,CORPUS CHRISTI,TX 78403 Page 1 of 1 Glick Here to Go Back to Summary Section Page 226 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#18 Source: TCEQ Register#: 30482 EPA ID: TXD982555310 Banks ID: 30482 LIPAN SERVICE CENTER Rel.Loc.:0.11 miles S 2510 Lipan St,Corpus Christi,TX 78408 Elevation:34 feet(+34) Contact:JON KRYSTINIK Status: INACTIVE Waste Description: Location Description: 2510 Lipan St,Corpus Christi,TX Additional State ID: 8047 Permit Number: Business Type: Corporation Facility Type: Facility Owner Name: AEP Texas Central Company Facility Owner Phone: 361-881-5611 Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: AEP TEXAS CENTRAL COMPANY Operator Address: PO BOX 2121,CORPUS CHRISTI,TX 78403 Total Waste Waste Waste Description Disposal Method Storage Method Annual ID Code Waste (lbs) 101831 00032061 Waste lube oil. Spent hydraulic, motor,and miscellaneous lube oil from ERP6 PCB-contaminated capacitors(50- 101895 30072971 499 ppm PCBs). De-commissioned capacitors Large PCB capacitors(-500 ppm 101896 30062981 PCBs). De-commissioned PCB capacitors taken out 111570 4001407H Solvent contaminated solids. Solids,i. e.rags,absorbent,soil,etc.contamina Petroleum contaminated debris(<1500 111572 20094892 ppm TPH). Debris contaminated with lube of Petroleum contaminated debris(>=1500 111573 20104891 ppm TPH). Debris contaminated with lube of Non-TSCA,NON-RCRA PCB 111589 30084071 contaminated debris(<50ppm). This waste material is gen 111593 30132971 PCB-Contaminated dielectric fluid(50pp m-499ppm). This material is generated fr PCB-contaminated inorganic aqueous 111597 30161191 liquids(-500 ppm). Generated from spills a Bushings with di-electric fluid(50 ppm 117833 30242971 PCB-499 ppm PCB). Waste material from 133813 00172961 Antifreeze. Periodic maintenancy of cooling system fluid. Non TSCA,Non RCRA,Non PCB 171481 10024072 contaminated solids(<50 ppm). Soil and debris gene Waste antifreeze generated from 231979 9043296H maintenance of vehicle cooling systems and fromt Supplemental plant production refuse. 101100 00059022 Class 2 waste from production, man ufactur PCB-contaminated debris(50 ppm- 101227 30104941 499 ppm). This material is generated from s Non-PCB capacitors. De- 101800 30042191 commissioned Non-PCB capacitors are taken out of service 102703 30093981 PCB-Contaminated soil(50ppm-499ppm) This material is qenerated from spills, Page 1 of 2 Click Here to Go Back to Summary Section Page 227 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNV1R0NM1'N'T'AL. A DIVISION OF IHt&ANK'�GIU7UP Continued from Previous Page ge Spent solvents liquid mixture. Waste 111571 4000204H material generated from cleaning of equipm 111585 20014892 Petroleum contaminated soil(<1500 ppm TPH). Soil contaminated with MWAectrical equipment filters(<50 117839 10014071 ppm PCB,>1500 ppm TPH). Spent filtersf Mixed lab pack comprised of 231978 9041003H miscellaneous used chemical products from operationa 298639 DMGH3101 298641 DMGK4891 Non-TSCA,non-RCRA,PCB 100791 30003191 contaminated soil(<50 ppm). This waste material is gen 101210 30124951 PCB debris(-500 ppm). This material is generated from spills,and W(:fflrfk'A,NON-RCRA,PCB- 111595 30141191 contaminated inorganic aqueous liquids <50ppm). This m PCB-contaminated inorganic aqueous 111602 30151191 liquids(50ppm-499ppm). Generated from spill 117828 30182981 Light ballasts with di-electric fluid(>=500 ppm PCB). Waste material producedf 117829 30172981 Small capacitors with di-electric fluid(- 500 ppm PCB). Waste material produce Empty bushings(>=500 ppm PCB). 117831 30203971 Waste material generated from de- commissioned e Empty bushings(50 ppm PCB-499 117832 30213981 ppm PCB). Waste material generated from de-com Bushings with di-electric fluid(>=500 117835 30252971 ppm PCB). Waste material generated fromd 287084 DHFR1191 77944 00023081 Empty drums as defined by 40 CFR 261. 7(b)(1)&CFR 761.60(c)(2). Non-TSCA,Non-RCRA PCB Oil(<50 100764 30012191 ppm).Waste material is generated from the manag PCb soil(>=500ppm).This material is 102702 30113991 generated from spills,and general mainten Petroleum contaminated soil(-1500 111603 20024891 ppm TPH). Soil contaminated with lube oil f Bushings with di-electric fluid(<50 ppm 117836 30262971 PCB). Waste material from de- commissio Empty bushings(<50 ppm PCB). 117837 30224071 Waste material generated from de- commissioned equ 294207 DGMM3101 298640 DMGJ1191 310284 DMGL2051 Page 2 of 2 Click Here to Go Back to Summary Section Page 228 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVR0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#24 Source: TCEQ Register#: 75494 EPA ID: TXD988042297 Banks ID: 75494 FLEETPRIDE Rel.Loc.:0.15 miles S 2724 LIPAN ST,CORPUS CHRISTI,TX 78408 Elevation:26 feet(+26) Contact:C J MITCHELL Status: INACTIVE Waste Description: Location Description: 2724 Lipan Corpus Christi,TX Additional State ID: 29844 Permit Number: Business Type: Unknown Facility Type: Facility Owner Name: FLEETPRIDE Facility Owner Phone: 1-361-8849385 Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: Operator Address: Total Waste Waste Waste Description Disposal Method Storage Method Annual ID Code Waste (lbs) Parts cleaner cleaning liquids, 130533 0566203H petroleum monoethanolamine 8,NA 176 OPGIII ERG# Parts Cleaning Machines per Truck 177076 10572031 Service Center. Cleaning Degreasing Truck par 80273 0501203H Spent solvent. Parts cleaning. 128786 05033101 Used oil filters from service truck engines consisting of paper,dirt,oil&gre 130535 1456310H RQ hazardous waste,solid N.O.S.9, NA3077 PG III 97958 1056310H Spent filters used in parts washers to filters the solvent,waste consist of a c Used motor oil drained from engines, 128788 05022061 when engines are being services.All motoro Page 1 of 1 Click Here to Go Back to Summary Section Page 229 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVR0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#28 Source: TCEQ Register#: 39981 EPA ID: TXT982813859 Banks ID: 39981 ACME BATTERY Rel.Loc.:0.2 miles N 916 N Port Ave,Corpus Christi,TX 78401 Elevation:20 feet(+20) Contact:DAVID WARHOL Status: INACTIVE Waste Description: Location Description: Additional State ID: 16409 Permit Number: Business Type: Unknown Facility Type: Facility Owner Name: Acme Battery Facility Owner Phone: Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: Operator Address: Total Waste Waste Waste Description Disposal Method Storage Method Annual ID Code Waste (lbs) 315067 FD573191 315068 FD583941 Page 1 of 1 Glick Here to Go Back to Summary Section Page 230 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#31 Source: TCEQ Register#: 52090 EPA ID: TXD988063889 Banks ID: 52090 SUSSER ENVIRONMENTAL SERVICES Rel.Loc.:0.21 miles N 950.5 E Port,Corpus Christi,TX 78469 Elevation:20 feet(+20) Contact:ENVIRONMENTAL MANAGER Status: INACTIVE Waste Description: Location Description: 950.5 E Port,Corpus Christi,TX Additional State ID: 18951 Permit Number: Business Type: Unknown Facility Type: Facility Owner Name: Susser Environmental Services Facility Owner Phone: Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: Operator Address: End of HW Sites Section Page 1 of 1 Glick Here to Go Back to Summary Section Page 231 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP RCRA - RClam► Map ID#4 Source: EPA EPA Handler ID: TXD001687078 Handler Sequence Number: 2 Banks ID: TXD001687078 GENERAL TIRE SERVICE Rel.Loc.:0.02 miles S 2601 LEOPARD,CORPUS CHRISTI,TX 78408 Elevation:26 feet(+26) Contact:JOHN DOUGLAS Owner Name: Number of Owners: 0 Operator Name: Number of Operators: 0 Mailing Address: 2601 LEOPARD,CORPUS CHRISTI,TX 78408 Contact Name: JOHN DOUGLAS Contact Address: 2601 LEOPARD,CORPUS CHRISTI,TX 78408 Contact Phone: 512-882-8203 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Page 1 of 2 Glick Here to Go Back to Summary Section Page 232 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Evaluation Description Responsible Evaluation Date Violation Found Agency Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date I Resolution Date Hazardous Waste Description THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE,METHYLENE CHLORIDE,TRICHLOROETHYLENE,1,1,1- TRICHLOROETHANE,CHLOROBENZENE,1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE,AND 1,1,2,TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN Fool,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Page 2 of 2 Click Here to Go Back to Summary Section Page 233 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#8 Source: EPA EPA Handler ID: TXD988059127 Handler Sequence Number:4 Banks ID: TXD988059127 CROSSTOWN FORD SALES INC Rel.Loc.:0.04 miles S 2725 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:25 feet(+25) Contact:WIL SIMS Owner Name: CROSSTOWN FORD SALES INC Number of Owners: 1 Operator Name: Number of Operators: 0 Mailing Address: 2725 LEOPARD ST,CORPUS CHRISTI,TX 78408 Contact Name: WIL SIMS Contact Address: 2725 LEOPARD ST,CORPUS CHRISTI,TX 78408 Contact Phone: 512-8880-7816 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Evaluation Description Responsible Evaluation Date Violation Found Agency Page 1 of 2 Glick Here to Go Back to Summary Section Page 234 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date Resolution Date Hazardous Waste Description 1,4-DICHLOROBENZENE BENZENE CADMIUM CHLOROBENZENE CHROMIUM CORROSIVE WASTE IGNITABLE WASTE LEAD TETRACHLOROETHYLENE TRICHLORETHYLENE Page 2 of 2 Click Here to Go Back to Summary Section Page 235 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#9 Source: EPA EPA Handler ID: TXD108511668 Handler Sequence Number: 2 Banks ID: TXD108511668 GAINANS CHEVROLET CITY Rel.Loc.:0.04 miles S 2323 LEOPARD STREET,CORPUS CHRISTI,TX 78469 Elevation:28 feet(+28) Contact:GARY GAINANS Owner Name: Number of Owners: 0 Operator Name: Number of Operators: 0 Mailing Address: PO BOX 4877,CORPUS CHRISTI,TX 78469 Contact Name: GARY GAINANS Contact Address: PO BOX 4877,CORPUS CHRISTI,TX 78469 Contact Phone: 512-884-5234 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Evaluation Description Responsible Evaluation Date Violation Found Agency Page 1 of 2 Glick Here to Go Back to Summary Section Page 236 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date I Resolution Date Hazardous Waste Description IGNITABLE WASTE THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE,METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE, BENZENE,2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE,ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Page 2 of 2 Glick Here to Go Back to Summary Section Page 237 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#15 Source: EPA EPA Handler ID: TXD981057979 Handler Sequence Number:4 Banks ID: TXD981057979 CROSSTOWN FORD SALES INC Rel.Loc.:0.09 miles S 530 PALM DRIVE,CORPUS CHRISTI,TX 78403 Elevation:32 feet(+32) Contact:JIM FLING Owner Name: CROSSTOWN FORD SALES INC Number of Owners: 1 Operator Name: CROSSTOWN FORD SALES INC Number of Operators: 1 Mailing Address: PO BOX 2988,CORPUS CHRISTI,TX 78403 Contact Name: JIM FLING Contact Address: PO BOX 2988,CORPUS CHRISTI,TX 78403 Contact Phone: 512-851-7600 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Evaluation Description Responsible Evaluation Date Violation Found Agency Page 1 of 2 Glick Here to Go Back to Summary Section Page 238 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date I Resolution Date Hazardous Waste Description IGNITABLE WASTE THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE,METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE, BENZENE,2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE,ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Page 2 of 2 Glick Here to Go Back to Summary Section Page 239 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#18 Source: EPA EPA Handler ID: TXD982555310 Handler Sequence Number: 5 Banks ID: TXD982555310 AEP TEXAS CENTRAL COMPANY Rel.Loc.:0.11 miles S 2510 LIPAN ST,CORPUS CHRISTI,TX 78408 Elevation:34 feet(+34) Contact:JON KRYSTINIK Owner Name: AEP TEXAS CENTRAL COMPANY Number of Owners: 1 Operator Name: AEP CENTRAL POWER AND LIGHT COMPANY Number of Operators: 1 Mailing Address: PO BOX 2121,CORPUS CHRISTI,TX 78403 Contact Name: JON KRYSTINIK Contact Address: PO BOX 2121,CORPUS CHRISTI,TX 78403 Contact Phone: 361-881-5611 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: Electric Power Distribution NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Evaluation Description Responsible Evaluation Date Violation Found Agency Page 1 of 2 Glick Here to Go Back to Summary Section Page 240 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date Resolution Date Hazardous Waste Description 1,4-DICHLOROBENZENE CORROSIVE WASTE IGNITABLE WASTE TETRACHLOROETHYLENE THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:TETRACHLOROETHYLENE,TRICHLORETHYLENE,METHYLENE CHLORIDE,1,1,1-TRICHLOROETHANE,CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLE NDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE,METHYLENE CHLORIDE,TRICHLOROETHYLENE,1,1,1- TRICHLOROETHANE,CHLOROBENZENE,1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE,ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE,AND 1,1,2,TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE,METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE, BENZENE,2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE,ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Page 2 of 2 Click Here to Go Back to Summary Section Page 241 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#24 Source: EPA EPA Handler ID: TXD988042297 Handler Sequence Number: 3 Banks ID: TXD988042297 FLEETPRIDE Rel.Loc.:0.15 miles S 2724 LIPAN,CORPUS CHRISTI,TX 78408 Elevation:26 feet(+26) Contact:C J MITCHELL Owner Name: FLEETPRIDE Number of Owners: 1 Operator Name: Number of Operators: 0 Mailing Address: PO BOX 9156,CORPUS CHRISTI,TX 78469 Contact Name: C J MITCHELL Contact Address: PO BOX 9156,CORPUS CHRISTI,TX 78469 Contact Phone: 361-884-9385 Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: Industrial Truck,Tractor,Trailer,and Stacker Machinery Manufacturing NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Evaluation Description Responsible Evaluation Date Violation Found Agency Page 1 of 2 Click Here to Go Back to Summary Section Page 242 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date Resolution Date Hazardous Waste Description 1,4-DICHLOROBENZENE BENZENE CADMIUM CHLOROBENZENE CHROMIUM IGNITABLE WASTE LEAD TETRACHLOROETHYLENE TRICHLORETHYLENE Page 2 of 2 Click Here to Go Back to Summary Section Page 243 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#28 Source: EPA EPA Handler ID: TXT982813859 Handler Sequence Number: 2 Banks ID: TXT982813859 ACME BATTERY Rel.Loc.:0.2 miles N 916 N PORT AVE,CORPUS CHRISTI,TX 78401 Elevation:20 feet(+20) Contact:DAVID WARHOL Owner Name: Number of Owners: 0 Operator Name: Number of Operators: 0 Mailing Address: 7615 WHITE FIR,HOUSTON,TX 77088 Contact Name: DAVID WARHOL Contact Address: 7615 WHITE FIR,HOUSTON,TX 77088 Contact Phone: Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency VERBAL INFORMAL State 2/7/1991 RCRA TO CERCLA ADMINISTRATIVE REFERRAL State 3/7/1991 Page 1 of 2 Glick Here to Go Back to Summary Section Page 244 DocuSign Envelope ID: �935224TCi8CC§DATA 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page Evaluation Description Responsible Evaluation Date Violation Found Agency NON-FINANCIAL RECORD REVIEW State 1/9/1991 Yes Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date Resolution Date State Statute or Regulation State 1/9/1991 Page 2 of 2 Click Here to Go Back to Summary Section Page 245 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Map ID#31 Source: EPA EPA Handler ID: TXD988063889 Handler Sequence Number: 2 Banks ID: TXD988063889 SUSSER ENVIRONMENTAL SERVICES Rel.Loc.:0.21 miles N 950.5 E PORT,CORPUS CHRISTI,TX 78469 Elevation:20 feet(+20) Contact:ENVIRONMENTAL MANAGER Owner Name: Number of Owners: 0 Operator Name: Number of Operators: 0 Mailing Address: PO BOX 9036,CORPUS CHRISTI,TX 78469 Contact Name: ENVIRONMENTAL MANAGER Contact Address: PO BOX 9036,CORPUS CHRISTI,TX 78469 Contact Phone: Contact Email Address: Government Performance and Results Act(GPRA)Permit: The facility does not exist on the Operating/Post-Closure Permit Baseline. Government Performance and Results Act(GPRA)Corrective Action: No Workload Legend:L=Land Disposal 1=Incineration B=Boiler/Industrial Furnace S=Storage T=Treatment Permit Workload: ------ Closure Workload: ------ Post-Closure Workload: ------ Subject to Corrective Action: No Subject to Corrective Action 3004: No Subject to Corrective Action Non-TSDF: No Corrective Action Workload: No Generator Status: Not a Generator Nuclear Mixed Waste Handler: No Onsite Burner Exemption: No Furnace Exemption: No Underground Injection Activity: No NAIC Description 1: NAIC Description 2: NAIC Description 3: NAIC Description 4: Federal Generator Class: Not a Generator,Verified State Generator Class: Environmental Controls in Place: No Institutional Controls in Place: No Groundwater Controls in Place: No Significant Non-Compliance: No Unaddressed Significant Non-Complier: No Addressed Significant Non-Complier: No Significant Non-Complier with Compliance Schedule: No Responsible Enforcement Enforcement Description Enforcement Date Penalty Description Agency Evaluation Description Responsible Evaluation Date Violation Found Agency Page 1 of 2 Glick Here to Go Back to Summary Section Page 246 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Continued from Previous Page COMPLIANCE EVALUATION INSPECTION ON-SITE State 11/25/1991 NON-FINANCIAL RECORD REVIEW State 1/7/1992 FOCUSED COMPLIANCE INSPECTION State 11/25/1991 Violation Description Violation Violation Date Actual Scheduled Determined By Resolution Date Resolution Date Hazardous Waste Description End of RCRA Sites Section Page 2 of 2 Click Here to Go Back to Summary Section Page 247 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BA �I1Mapped Sites Details Leopard Street Project FNVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP DRYC - Dry Cleaners Map ID#6 Source: TCEQ Registration#: RN102357464 Site ID: NA Banks ID: 102357464 DELUXE CLEANERS Rel.Loc.:0.03 miles N 2214 LEOPARD ST,CORPUS CHRISTI,TX 78408 Elevation:32 feet(+32) Contact: Details#1 Status: ACTIVE Site Type: DROP STATION REGISTRATION Site Start Date: Role: Owner: FA BUSINESS INC Mailing Address: 5638 SARATOGA BLVD STE 120 Mailing City: CORPUS CHRISTI Mailing State: TX Mailing Zip: 78414 Additional Location Information: CN Number: CN602718934 End of DRYC Sites Section Page 1 of 1 Glick Here to Go Back to Summary Section Page 248 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Details Leopard Street Project F:NVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP CER NFRAP - CERCLIS NFMP Source: EPA Site ID: 0602518 EPA ID: TXD980622906 Banks ID: 0602518 BRINE SERVICE CO INC MORGAN PIT ACCESS IH 37,CORPUS CHRISTI,TX 78409 Contact: National Priority List Status: Not on the NPL Facility Type: Not a federal facility End of CER NFRAP Sites Section Page 1 of 1 Glick Here to Go Back to Summary Section Page 249 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Details Leopard Street Project F:NVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP ERNS - ERNS List Source: EPA/National Response Center NRC Report#: 181483 Secondary ID: NA Banks ID: 181483 POB 10946,CORPUS CHRISTI,TX Contact: Responsible Party: OXYCHEM Incident Location: Incident Date/Time: 6/20/1993 11:00 AM Cause of Incident: NATURAL PHENOMENON Description of Incident: CALLER REPORTS WASTE WATER WAS DIVERTED TO PLANT PERIMETER DITCHRESULTING IN A SHEEN ON WATER DUE TO TROPICAL STORM(RAIN) Incident Type: FIXED Additional Information: MATERIAL WAS WASTE WATER CONTAINING OILWILL NOTIFY:WATER COMMISION Any Fatalities: Unknown Number of Fatalities: Remedial Action Taken: NONEAA Medium Affected: WATER Medium Description: PERIMETER DITCH>OSO CREEK Materials Spilled: UNKNOWN OIL Railroad Involved: Pipeline Type Involved: UNKNOWN Source: UNAVAILABLE Page 1 of 1 Glick Here to Go Back to Summary Section Page 250 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Details Leopard Street Project F:NVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Source: EPA/National Response Center NRC Report#: 87689 Secondary ID: NA Banks ID: 87689 1-37 NORTHBOUND,CORPUS CHRISTI,TX Contact: Responsible Party: Incident Location: Incident Date/Time: 8/8/1991 1:00 AM Cause of Incident: DUMPING Description of Incident: UNKNOWN/UNKNOWN-MATERIAL HAS BEEN DUMPED ONTO THE SIDE OF THE ROAD Incident Type: UNKNOWN SHEEN Additional Information: Any Fatalities: Unknown Number of Fatalities: Remedial Action Taken: NONE Medium Affected: LAND Medium Description: SHOULDER OF HIGHWAY Materials Spilled: UNKNOWN OIL Railroad Involved: Pipeline Type Involved: UNKNOWN Source: UNAVAILABLE Page 1 of 1 Glick Here to Go Back to Summary Section Page 251 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Details Leopard Street Project F:NVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Source: EPA/National Response Center NRC Report#: 351252 Secondary ID: NA Banks ID: 351252 PO BOX 1188,CORPUS CHRISTI,TX Contact: Responsible Party: FLORIDA GAS TRANSMISSION Incident Location: Incident Date/Time: 7/10/1996 6:50 PM Cause of Incident: EQUIPMENT FAILURE Description of Incident: NATURAL GAS 12"PIPELINE/RUPTURE DUE TO INTERNAL CORROSSION Incident Type: FIXED Additional Information: CALLER STATES CONDENSATE IN GAS WILL BE RECOVERED TOMORROW Any Fatalities: Unknown Number of Fatalities: Remedial Action Taken: NONE Medium Affected: AIR Medium Description: ATMOSPHERE Materials Spilled: NATURAL GAS Railroad Involved: Pipeline Type Involved: UNKNOWN Source: UNAVAILABLE Page 1 of 1 Glick Here to Go Back to Summary Section Page 252 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Details Leopard Street Project F:NVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Source: EPA/National Response Center NRC Report#: 584168 Secondary ID: NA Banks ID: 584168 UNKNOWN,CORPUS CHRISTI,TX Contact: Responsible Party: SANFORD&SON Incident Location: SANFORD&SON TRASH SERVICES Incident Date/Time: 10/24/2001 8:00 AM Cause of Incident: DUMPING Description of Incident: THE CALLER IS REPORTING A COMPANY THAT IS RELEASING FREON FROM AIR CONDITIONERS THAT ARE BEING JUNKED. Incident Type: FIXED THE CALLER STATED HE TRIED TO CALL THE TX GLO BUT DID NOT GET THROUGH. THE CALLER STATED HE'S TOLD THE SUSPECTED PARTY A COUPLE OF TIMES IN THE PAST THAT THEY ARE NOT Additional Information: PROPERLY DISPOSING OF THE MATERIAL. THE CALLER DID NOT HAVE ANY SPECIFIC ADDRESS INFORMATION FOR THE SUSPECTED PARTY BUT STATED THEY ARE WELL KNOWN IN THE AREA FOR JUNK REMOVAL/DISPOSAL. THE CALLER HAS WITNESSED THE ACTIVITY WHILE RUNNING AND OBSERVING THE SUSPECTED PARTY AT VARIOUS CUSTOMER SITES REMOVING JUNK. Any Fatalities: No Number of Fatalities: Remedial Action Taken: NONE Medium Affected: AIR Medium Description: ATMOSPHERE Materials Spilled: FREON Railroad Involved: Pipeline Type Involved: Source: TELEPHONE Page 1 of 1 Glick Here to Go Back to Summary Section Page 253 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Details Leopard Street Project F:NVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Source: EPA/National Response Center NRC Report#: 929849 Secondary ID: NA Banks ID: 929849 CORPUS CHRISTI,TX Contact: Responsible Party: AMERICAN ELECTRIC TOWER Incident Location: CORNER OF LEOPARD AND RUSSEL STREETS Incident Date/Time: 1/28/2010 12:38 AM Cause of Incident: OTHER CALLER IS REPORTING A DISCHARGE OF TRANSFORMER OIL ONTO THE GROUND AND INTO A Description of Incident: STORM DRAIN DUE TO A VEHICLE ACCIDENT THAT KNOCKED DOWN THE POLE. UNKNOWN IF THE MATERIAL DISCHARGED CONTAINS PCB OR NOT AT THIS TIME. Incident Type: FIXED Additional Information: CALLER WILL NOTIFY THE TEXAS GENERAL LAND OFFICE NEXT. Any Fatalities: No Number of Fatalities: Remedial Action Taken: CLEAN UP CREW ENROUTE FOR REMEDIATION. LOCAL POLICE ON SCENE. Medium Affected: WATER Medium Description: STORM DRAIN Materials Spilled: OIL,MISC:TRANSFORMER Railroad Involved: Pipeline Type Involved: Source: TELEPHONE Page 1 of 1 Glick Here to Go Back to Summary Section Page 254 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Details Leopard Street Project F:NVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Source: EPA/National Response Center NRC Report#: 931074 Secondary ID: NA Banks ID: 931074 CORPUS CHRISTI,TX Contact: Responsible Party: JB HUNT Incident Location: 1-37 MILE 11 Incident Date/Time: 2/11/2010 12:00 PM Cause of Incident: TRANSPORT ACCIDENT CALLER IS REPORTING A DISCHARGE OF DIESEL AND MOTOR OIL FROM A TRACTOR TRAILER. Description of Incident: CALLER STATES THAT THE TRUCK STRUCK A BRIDGE ABUTMENT AND THE SADDLE TANK CAME OFF THE TRUCK WENT ACROSS THE HIGHWAY AND NOW BOTH DIRECTIONS OF THE HIGHWAY ARE CLOSED. Incident Type: MOBILE Additional Information: NO ADDITIONAL INFORMATION TO REPORT. Any Fatalities: No Number of Fatalities: Remedial Action Taken: CONTRACTOR IS ON-SCENE CONDUCTING CLEANUP. Medium Affected: LAND Medium Description: GROUND,ASPHALT Materials Spilled: OIL,MISC:MOTOR,OIL:DIESEL Railroad Involved: Pipeline Type Involved: Source: TELEPHONE End of ERNS Sites Section Page 1 of 1 Glick Here to Go Back to Summary Section Page 255 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Details Leopard Street Project F:NVII`�ONMISN'1'AL. A DIVISION OF IHt B,NK'.GIU7UP SWLF - State/Tribal.Disposal or Landfill Historical Record -Site does not appear in current listing of source data Source: TCEQ TCEQ Customer ID: CN600335046 Secondary ID: NA Banks ID: banks-002144 NUECES COUNTY CORPUS CHRISTI,TX Contact: Detail#1 Facility Type: Status: NOT CONSTRUCTED Acres: Facility Class: Estimated Closure Date: RSWMD: Additional Site Information: SITE ID:65016 Owner Name: Owner Phone: Permit Information Permit Date: 6/5/2000 Permit Status: WITHDRAWN End of SWLF Sites Section Page 1 of 1 Glick Here to Go Back to Summary Section Page 256 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 Br11 V1Unmapped Sites Details Leopard Street Project F:NVII`0NM1'N'T'AL. A DIVISION OF IHt B,NK'.GIU7UP HW - State/Tribal Hazardous:Waste Source: TCEQ Register#: 36417 EPA ID: TXD000761601 Banks ID: 36417 ALTA MESA FIELD PO Box 10070 ,Corpus Christi,TX Contact:W B MCMANNUS Status: INACTIVE Waste Description: Location Description: PO Box 10070,Corpus Christi,TX Additional State ID: 13295 Permit Number: Business Type: Corporation Facility Type: Facility Owner Name: CHEVRON USA INC Facility Owner Phone: 1-512-8835421 Facility Contact Name: Facility Contact Phone: State Contact Name: State Contact Phone: Company Name: CHEVRON USA INC Operator Address: PO BOX 51743,LAFAYETTE,LA 70505 End of HW Sites Section Page 1 of 1 Glick Here to Go Back to Summary Section Page 257 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BAV1Database Descriptions Leopard Street Project ENVR0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Database Source Database Description Update Data Data Data Souree '' Schedule Requested Obtained Updated Updated CER--CERCLIS EPA CERCLIS sites come from the Comprehensive Quarterly 02/01/2013 02/01/2013 02/03/2013 12/02/201 Environmental Response,Compensation,and Liability Act,a federal law designed to clean up abandoned hazardous waste sites.These sites are either proposed,listed or under review currently to be a part of the National Priority List. CER NFRAP-- EPA CERCLIS sites designated'No Further Remedial Quarterly 02/01/2013 02/01/2013 02/03/2013 12/02/201 CERCLIS NFRAP Action Planned'NFRAP have been removed from CERCLIS.NFRAP sites may be sites where,following an initial investigation,no contamination was found, contamination was removed quickly without the site being placed on the NPL,or the contamination was not serious enough to require Federal Superfund action or NPL consideration. DNPL--Delisted EPA DNPL is a list of all sites that have been deleted from the Quarterly 02/01/2013 02/01/2013 02/04/2013 12/02/201 National Priority List EPA NPL list.These sites are taken off the NPL list usually due to no further response or remedial action being required on them.Notices to delete NPL sites are published in the Federal Register and become effective unless the EPA receives significant adverse or critical comments during the 30-day public comment period. DRYC--Dry Cleaners TCEQ Dry Cleaner data houses both the DCRP Program Quarterly 03/04/2013 03/13/2013 03/13/2013 03/13/201 information and PERC information released by the TCEQ. The DCRP database contains records funded for state- lead clean up of dry cleaner related contaminated sites. The DCRP administers the Dry Cleaning Facility Release Fund to assist with remediation of contamination caused by dry cleaning solvents.There are two listings from this program:LIST#1-A historic listing of any facility that registered with the DCRP indicating whether or not the facility has used Perch loroethylene(PERC)in the past. LIST#2-A Prioritization list of dry cleaner sites Facilities on this list will be investigated in order to determine the existence and or extent of possible contamination.Facilities which are not current on their DCRP payments get dropped from the program.Banks Environmental Data DOES NOT REMOVE these listings from our database so that we may present a more complete historical listing of facilities that may or may not have used PERC in the past. ERNS--ERNS List EPA/National ERNS is a national database used to store information on Annually 01/11/2013 01/18/2013 01/18/2013 12/31/201 Response unauthorized releases of oil and hazardous substances Center that have been reported to the National Response Center since 2001.The NRC is the sole federal point of contact for reporting oil and chemical spills.Prior to 2001 this information was maintained by the EPA. FED BWN--Federal EPA A listing of sites that assist the EPA in collecting, Quarterly 03/06/2013 03/07/2013 03/09/2013 03/07/201 Brownfields tracking,and updating information of sites in relation to the Small Business Liability Relief and Brownfields Revitalization Act.These sites are real property that is either abandoned or underutilized where redevelopment or expansion is complicated by real or perceived environmental contamination. FED EC--Federal EPA This is a listing of Brownfield Management System(BMS) Quarterly 03/06/2013 03/07/2013 03/09/2013 03/07/201 Engineering Control sites that have had Engineering Controls(ECs)placed on them.ECs are physical methods or modifications put into place on a site to reduce or eliminate the possibility of human exposure to known contamination. ECs are a type of Activity and Use Limitation(AUL). FED IC--Federal EPA This is a listing of Brownfield Management System(BMS) Quarterly 03/06/2013 03/07/2013 03/09/2013 03/07/201 Institutional Control sites that have had Institutional Controls(ICs)placed on them.ICs are administrative restrictions,such as legal controls,that help minimize the potential for human exposure to known contamination by ensuring appropriate land or resource use. ICs are meant to supplement Engineering Controls and will rarely be the sole remedy at a site.ICs are a type of Activity and Use Limitation(AUL). HW--State/Tribal TCEQ This database contains information on facilities which Quarterly 02/21/2013 02/21/2013 02/21/2013 01/07/201 Hazardous Waste store,process,or dispose of hazardous waste as maintained by the Industrial and Hazardous Waste Permits section of the TCEQ. LPST--State/Tribal TCEQ This database contains information on leaking storage Quarterly 03/04/2013 03/06/2013 03/06/2013 03/05/201 Leaking Storage Tank tanks,equipment failures,compliance,and releases in the state. LPST--State/Tribal EPA The Tribal LUST database(maintained by EPA Region 6) Quarterly 02/11/2013 03/01/2013 03/02/2013 03/01/201 Leaking Storage Tank provides information on leaking underground storage tank on tribal lands in Louisiana,Arkansas,Oklahoma, New Mexico and Tribal Nations. NPL--National EPA NPL is the list of high priority hazardous waste sites in Quarterly 02/01/2013 02/01/2013 02/04/2013 12/02/201 Page 258 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BAV1Database Descriptions Leopard Street Project FNVR0NMISN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Database Source Database Description Update Data Data Data Souree '' Schedule Requested Obtained Updated Updated Priority List the United States eligible for long-term remedial action financed under the federal Superfund program and CERCLIS.Also known as Superfund sites,the EPA will only add sites to the NPL list based upon completion of the Hazard Ranking System(HRS)screening,public solicitation of comments about the proposed site,and after all comments have been addressed. PST--State/Tribal TCEQ This database contains information on above and Quarterly 03/04/2013 03/04/2013 03/04/2013 03/04/201 Storage Tank underground storage tanks,compliance,and releases in the state. PST--State/Tribal EPA The Tribal UST database(maintained by EPA Region 6) Quarterly 02/11/2013 03/01/2013 03/02/2013 03/01/201 Storage Tank provides underground storage tank information on tribal lands in Louisiana,Arkansas,Oklahoma,New Mexico and Tribal Nations. RCRA--RCRA EPA This database lists all sites that fall under the Resource Quarterly 02/08/2013 02/08/2013 02/09/2013 01/10/201 Conservation and Recovery Act(RCRA)and are not classifiable as treatment,storage,disposers of hazardous material,hazardous waste generator or subject to corrective action activity. RCRA COR--RCRA EPA These sites are registered hazardous waste generators Quarterly 02/08/2013 02/08/2013 02/09/2013 01/10/201 CORRACTS or handlers that fall under the Resource Conservation and Recovery Act(RCRA).and subject to corrective action activity. RCRA GEN--RCRA EPA The EPA regulates all Hazardous Waste Generators Quarterly 02/08/2013 02/08/2013 02/09/2013 01/10/201 Generators subject to the Resource Conservation and Recovery Act RCRA).They are classified by the quantity of hazardous waste generated.A Small Quantity Generator (SQG)generates between 1 00k and 1,000 kg of waste per month.A Large Quantity Generator(LQG) generates over 1,000 kg of waste per month.A Conditionally Exempt SQG(CEG)generates less than 100 kg of waste per month. RCRA TSD--RCRA EPA This database lists all treatment,storage and disposal Quarterly 02/08/2013 02/08/2013 02/09/2013 01/10/201 non-CORRACTS TSD of hazardous material sites that fall under the Resource Conservation and Recovery Act(RCRA).All hazardous waste TSD facilities are required to notify EPA of their existence. ST BWN--State/Trib TCEQ Brownfield sites are former industrial properties that lie Quarterly 02/11/2013 02/11/2013 02/11/2013 01/31/201 al Brownfield dormant or underutilized due to liability associated with real or perceived contamination.In Texas,the TCEQ,in close partnership with the EPA and other federal,state, and local redevelopment agencies,and stakeholders,is facilitating cleanup,transferability,and revitalization of Brownfield's through the development of regulatory,tax, and technical assistance tools. ST BWN--State/Trib RRC The Railroad Commission of Texas'Voluntary Cleanup Quarterly 01/08/2013 01/18/2013 02/11/2013 01/05/201 al Brownfield Program(RRC-VCP)provides an incentive to remediate Oil&Gas related pollution by participants as long as they did not cause or contribute to the contamination. Applicants to the program receive a release of liability to the state in exchange for a successful cleanup. ST CER--State/Triba NA This database is not currently available from this state.If NA N/A N/A N/A N/A Equivalent CERCLIS this state does make this database available in the future, Banks Environmental Data will obtain it for reporting purposes. ST EC--State/Tribal TCEQ This database includes Voluntary Cleanup Program( Quarterly 01/08/2013 02/05/2013 02/05/2013 01/14/201 Engineering Control VCP)or Innocent Operator Program(IOP)sites that have been remediated and have had Engineering Controls(ECs)placed on them.ECs are physical methods or modifications put into place on a site to reduce or eliminate the possibility of human exposure to known contamination. ST IC--State/Tribal TCEQ This database includes Voluntary Cleanup Program( Quarterly 01/08/2013 02/05/2013 02/05/2013 01/14/201 Institutional Control VCP)or Innocent Operator Program(IOP)sites that have been remediated and have had Institutional Controls(ICs)placed on them.ICs are administrative restrictions,such as legal controls,that help minimize the potential for human exposure to known contamination by ensuring appropriate land or resource use. ST IC--State/Tribal RRC The Railroad Commission of Texas Voluntary Cleanup Quarterly 01/08/2013 01/18/2013 02/05/2013 01/05/201 Institutional Control Program provides an incentive to remediate Oil&Gas related pollution by participants as long as they did not cause or contribute to the contamination. ST NPL--State/Triba TCEQ This database contains sites determined by the TCEQ Quarterly 03/04/2013 03/05/2013 03/05/2013 03/05/201 1 Equivalent NPL that may constitute an imminent and substantial endangerment to public health and safety or to the environment due to a release or threatened release of hazardous substances into the environment. SWLF--State/Tribal TCEQ The SWLF database contains records of municipal solid Quarterly 02/15/2013 03/13/2013 03/13/2013 03/13/201 Disposal or Landfill waste facilities that may accept various types of municipal solid waste for processing or disposal, depending on the type of facility.A Municipal Solid Waste facility may also accept certain special wastes and non-hazardous industrial solid wastes if approved by the TCEQ executive director. Page 259 DocuSign Envelope ID: �935224TCi8CC§DAI'A 9BAD-4048-A46F-3BB5850B76E8 BAV1Database Descriptions Leopard Street Project ENVMONMEN'T'AL. A DIVISION OF IHt B,NK'.GIU7UP Database Source Database Description Update Data Data Data Souree '' Schedule Requested Obtained Updated Updated SWLF--State/Tribal TCEQ This database is a listing of closed and abandoned NA N/A N/A N/A N/A Disposal or Landfill municipal solid waste landfills.The sites included are either unauthorized(UNUM_)or permitted(PERMAPP_). VCP--State/Tribal TCEQ This database contains sites from both the Voluntary Quarterly 01/08/2013 02/05/2013 02/05/2013 01/14/201 Voluntary Cleanup Cleanup Program(VCP)and the Innocent Operator Program(IOP).The VCP records contain information on contaminated sites that private parties have cleaned up through assistance from the State in the form of administrative,technical,and legal incentives.The IOP records are sites that have received certificates from the State acknowledging that their property is contaminated as a result of a release or migration of contaminants from a source or sources not located on the property,and they did not cause or contribute to the source or sources of contamination. VCP--State/Tribal RRC The Railroad Commission of Texas Voluntary Cleanup Quarterly 01/08/2013 01/18/2013 02/05/2013 01/05/201 Voluntary Cleanup Program provides an incentive to remediate Oil&Gas related pollution by participants as long as they did not cause or contribute to the contamination. Page 260 DocuSign Envelope ID:93524C8C-9BAD-4048-A46F-3BB5850B76E8 BANK§DAI'A Disclaimer Leopard Street Project E:NVIt�ONMISN'1'AL. A DIVISION OF IHt&ANK'�GIU7UP The Banks Environmental Data Regulatory Database Report©was prepared based upon data obtained from State,Tribal,and Federal sources known to Banks Environmental Data at the time the data was obtained.Great care has been taken by Banks in obtaining the best available data from the best available sources. However,there is a possibility that there are sources of data applicable or pertaining to this report's target property,and/or surrounding properties,to which Banks does not have access or has not accessed.Furthermore,although Banks Environmental Data performs quality assurance and quality control on all data,including data it obtains,Banks recognizes that inaccuracies in data from these sources may,and do,exist;accordingly, inaccurate data may have been used or relied upon in the preparation of this report. Even though Banks Environmental Data performs a thorough and diligent search to locate and fix any inaccuracies in the data relied upon in the preparation of this report and this report,Banks cannot guarantee or warrant the accuracy of the locations,information,data,or report.The purchaser of this report accepts this report"as is"and assumes all risk related to any potential inaccuracy contained in the report or not reported in it,whether due to a reliance by Banks Environmental Data on inaccurate data,or for any other reason[in cluding but not limited to the negligence or express negligence of Banks Environmental Data].If this report is being used for the Records Review section of a Phase I Site Assessment according to the ASTM 1527-05,for EPA's All Appropriate Inquiry,or for any other purpose(public or private),all liability and responsibility is assumed by the Environmental Professional or other individual or entity acquiring the report. Page 261 D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 CONSULT—SP TDLR#TABS2022010056 CALL BEFORE YOU DIG! SHEET INDEX _OCT NO "' SHEET NO. DESCRIPTION SAN PATRICIO COUNTYIN I°'s� sov avo cD' SEE SHEET 002 �q � 1.all�cb%reWom 8 c ec THE LONE STAR LP P NOTFICAHON COMPANY NUECES BAYAT 1-800-669-8344 ..,., s� s C0�1y CAN—CIry TRAFFIC ENGINEERING DEPT(381-826-3547)48 HOURS PRIOR TO ANY EKC4 PON. ® j1 0 PROJECT LOCATION N G CROssAM E"PRE�,AY FROM E' - GRAPHIC MAP SCALE W� F to "a� a"N CORPUS CHRISTI BAY PROJECT LOCATION 3 � VICINITY MAF o� z N.T.S 000 PLANS FOR (STREETS. STORM WATER, WATER, WASTEWATER) v ro LEOPARD ST �" �.... ��� �....II:� �U .... FROM PALM DRIVE TO ao W CROSSTOWN EXPRESSWAY(BOND 2012) PROJECT#E12103 PREPARED BY eEEEASE9 Foa ,pW,�' 11/4/2022 o swtFr i 0I 166 HDR ENGINEERING INC. G.eiiol or E�gneer„g s�I�T Dole 555 N. CARANCAHUA ST, SUITE 1600, CORPUS CHRISTI, TEXAS 78401 STR-874 (361)—696-3300 ccs g EI270J DocuSign Envelope US 93524C8C9BAD404B-A46F-3BB5850B76E8 CONSULTAWS NDEX OF SHEETSPLAIN 'TA 07-COCC STANDARD DETAILS urcT SHEET#SHEET TITLE SUR 2111 -C 5TANDARD CURB,GUTTER.AND �u(2 OF z) D1 GENERAL °END a7,50 STANDARD DETAIL'Si (z OF 2) O 05N TRAFFIC Ar(1OF3) 72 SIGNING AND STRIPING 1AF 1R, COCC STANDARD T(2OF 3) 2 INDE1 OF SHEETSs L MAP v[3 of � ODS(1 OF 4)Es( oFe>EMENT ES(2 PAVEMENT _PA� 00 TO STA 35+00 141 COCA PEDESTRIAN CURB RAMP STANDARDS(2 OF 4) 1 GENERAL NOTES AND TESTING LE(SHEET 1 OF 2) 00 TO END 15A COGG PEDESTRIAN CURB RAMP STANDARDS(3 OF 4) - LE(SHEET z OF 2) w4(1 OF 4)-BEGIN TO STA.z0+0a151 -C PEDEIPIAN R CURB RAMP 5 M DS(4 OF 4) I LEGEND AND ABBREVIATIONS 75 PROPOSED SIGN ING&STRI PING uw(2 OF 4)-STA 2AFOG TO STA 30+00 COGG STORM WATER(1OF3)1 TP REAL STREET NS(SHEET 1 OF 5) 7S PROP05ED ANN RiPmc PLAN(5 OF4)-sA w 3FFGR TO STA 3s+ ER(2 OF 3) Ns(SHEET 2 OF 3) RSTIPING PLN(4 OF 4)-STA 35.00 To ENo ER(3 OF 3) NS(SHEET 3 OF 5) T 4) 155 COCA WASTE A%AlEP STANDARD LS(1 of 4) 12 —AL STREET NS(SHEET 4 OF 5) K SUMMAPI OF SMALL SIGN(SHEET SHEET 2 OF 4OF ( DETAILS( O 13 FISCAL STREET Ns 83 SUMMARY AT SMALL(SHEET 5 of 5) 3 F 4) STORM WATER BASE MA 14 SUMMARI OF SMALL ON(SHEET 4 OF 4) is(4 of 4) S R CATER a AN - ER(2 OF 4) N 17 — 161 COCC 1 GAP BASE MAP 8 POSITION GUIDANCE USING PAISEDMEAS lG2 COCA W-1 R(3LF4) - 11 DRAINAGE AREA MAP R@OT4) 11 ED PAVEMENT M-FAIR TWO-LEFT TURN LANES ill COCC STANDARD SANUARL DETAILS (1OF 4) - DETAILS (2 OF 4) - I FABLING CONDITIONS-STA 24F00 TO STA 29100 11 PC SMALL ROADSIDE 165 COCA STANDARD SANUARH (2 of 4) To ENS N' ET�l 166 COGG STANDARD SANUARL DETAILS OUR 14111 12 EN MM`UN%A DDETA 4OF4) - 21 —11 14T11 TO STA END A3 —DETAILS SMALL ROADSIDE SIGNS DEMOLITION'Ey MAP R4 A BDECON ASSEMBLI DETAILS 25 DEMOLITION LESTOUT BEGIN TO A 95 TYPICAL SIGN PEOUIREMENTS D(„ 14 27AN I N REQUIREMENTS DEMOLITIONDEMOLITION�TODTLESTONT8 IDEMOLITION LESTORI STA 37150 TO STA END 98 BAC PROJECT LIMITS STANDARD BC(2)-07 BAED LIMIT BC(3)-G7 2 2STREET&STORM BC(5)-1 �lu29 STIEET AND MA t G,o ¢k NOTES STANDARDsG_ 1 5111 TO STA 19FAI lI33 BAC PORTABLE CHANGEABLE MESSAGE GET AD AN AND P`F�N 9,5G TOSIGN(PNSLID Bcea PLAN AND PgLIEM BEGIN TO STA 15— w v A 33 AND PROFILE-STA 24,00 TO STA BAC-CHANNELIZING DEVICES STANDARD BC(e)-07 14 P N AND E-STA 21111 TO STA ill BAC WHANNELIZING DEVICES STANDARD BC(e)-Dl ° E 15 AN AN PLO A A 37T51 _ BC(10)-0 > RAC-PAVEMENT36 PLAN AND PROFILE-STA 37,50 TO 42,CA Di ED PLAN AND PROFILE-STA 42100 TO (1 of 3)D BAC-PAVEMENTSBC(12)-D7 38 STREET AND STORM U —INGS AND SIGNING FOP AGGESSIG 'S 39 of 3) ill ROADSIDE FLASHING BEACON ASSEMBLI RFBA-13 STREET AND STORM HATERALS(2 STREET AND STORM Is(3 OF 3) CONSTRUCTION NOTES AND TRAFFIC CONTROL CARREATIVE(1 of 2) E(2 OF 2) 42 —AVENUE 114 CONSTRUCTION MIASING PLAN 43 INTERSECTION LAYDUT AT KENNEDY APPENUE 115 —GET MAP44 INTERSECTION LESTAUT AT LEIINGTON AVENUE — AGNSZ 45 INTLISECTIN 111,1T AAT N,PORT APENIE YPICAL TAPER AND TRANSITION DET ZE ALIGNMENT A STA 2M TO STA 311. OW41 Ni"S L EIEP N 47 INTE DOSS n - � r 48 ADA �s 11 OFSs�EET p Q w ADA CURB'AMP D TO BS(2 OF 5) 121 PHASE 2 -ALIGNMENT A-RIGIN TO STA 1010AW Z G s 10 ADA CURB RAMP �s(3 OF 3) - - o WUm z� BS(4 OF 5) - - P p 124 PHASE 2-ALIGNMENT A-STA 30,00 TO END 52 DA CU11 RAMP DETAILS 11 IF 11 OP DETAILS 125 PHASE 2- N TO END 3-WATER&T WASTEWATER - - o � _w 5E 54 WIER AND WASTEAGATER PLAN HE — PHASE 3-ALIGNMENT A-STA 20-0 TO STA 3-0 a cz55 PLAN AND PROFILE BEGIN TO 5TA I PLACE I-A�GNMENT A -BEGIN TO ENDP�AN AND PPIO�E-'STAA T.0'STAR 2410A lFH PHASE 4-ALIGNMENT A-STA 35,00 TO STA 45,M 59 AND PROFILE-STA 28,50 TO STGCA 132 TGA—LANE CLOIRE5 M10,LANIAM31 �W g 57 P �w ON OS(SHEET 3OFNAL RDI. so TO GS(WZ(7PM)-03 WIER 5 ill TRAFFIC CONTROL Pw4s TVPIcu DETAILS WIER LS(SHEET 2 OF 5) UNEVEN13R SAN- LANES 64 WIER ES(SHEET 3 OF s) 06-SWPPP o serer 2 0( 166 rs(SHEET 4 OF s) 3 CURB INLET SILT FENCE QUANTITY we0 oe.1 nro 66 WIER rS(SHEET 5 OF 5) WASTEWATER uTENus 67 0%PME OE STR-874 4-GAS AND OMMEENI &IT ccT g E12103 DocuSN,Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 NO FEtlN tiFSe ZS ..n�• � o , m a 1P4 � � Pre F� � ,,, � 8a"e°.v°° °2yd / 9'�T w oz' � J •y ,o�°o mei a 4s�°o B1 T'll s 1 wL a 250 � - � i =� ,•_250 o rx PROJECT LAYOUT s SCALE: 1"=250' to LL �lut o W w rel eau" a�ai oR P�«1Poireo�l=i�resreHT�oN.LE ID POINT TABLE e (1—-1)LIM11 ore•,Roy I°ECEI a�w,°P,��oR. v ALIGNMENT: LEOPARD — CENTERLINE E-FIRTonEo LE—RD 2012 is THE CENTER OF PREOON—T L_ Z ROW TANGENT DATA 130- �In R N 17.179931,a2T E 1,332 73E.�-B4 10100 W Z 100111. S 89 20 MAE E 4,200.00 • CONIItlL FOINT-am w LU-mc,INC.SFE SHFEFS M TO 23 FOO MORE INFOMA110N. • IF 2 AOOIH0F1•L CONOROL PDMS ME REOIIIREO WfSEE OF ME MMIRIIO MEA,tl11 LU ATIFNIION A2BEItF F- N Y END IEOPPRD 20 2 PL GNNEN Al SBI9B).BS51. ED W Q N 1],I]9,883.084 E 1,336,930.482 STA E2,00 s CONTROL POINT DATA aow z ALIGNMENT CONTROL DATA og� SHEET J ref 168 STE? 874 ccT g E12103 D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 unr numr txnrEa eaaao�ucrvrs ..... .... .... euro-criieo-: Fl 11 s tr ,. s ve cx ti Fa .... ... ... ra-nran noimvu,axu ... ._ rte ui:o nrx wrvuwrr�c Atrv......rtzrrta ..... ..... ... t .... Yl 21, rx�.nw.,xx: ,'.a i s o<aea wasmvatw uoiroveuwra � i+ra a_ena .r e,.x, .t:- ,rc,r.uv e.in., w.rN vre�r.r H„r ..mr' a- +a+ ror» wnTER.,.ms em^^.we.,r,_w e+.wE ci.Etto+n+rc corrvEo'rorq. iF. ,r a:r,vw re,. +nx,ro a; - - 9 r- ,G,n ^.+pwnrnr r9a uwrir.a po s. e+a efi wvaovEnervro _ _ ti 2 U en v„ u -i r>. F.ou+,a M-a xrv.,ze we sv� a w- wry uwrr�> o.,ns umreovengnrs " c 11 ce - ry w Iuw � U o r ... ... ... u, e a .n... ,�r `—Op a N� =o-..E<,wwwn,wp vm[xarte n. =r b�W — a owww NV— .s 4 W Q I mJ + � � o ... c x r w� 5 Jew w - - - - - tSHE DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 4 0 an •.ia r rt -a- n ... ..... ......... ......... w = . .....mv� e a c �- in ii 0 fi,s z rn - v =e .. .. .. not �u N m p J� Uo 3u . o aow o P�x�sE«rs _ a s r :FEMINK-0,T, .i .... ..... w o STR-874 cc gE1270J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 1. CONSTRUCTION NOTES GENERAL NOTES 2.STREET&IXGVATION CONTME MRYDED TTO OxORT or je .E.vma nE c.NE OI•nr me E.PM MO me mm�a cOxsm DONE. E MO Y N..amu_No mXcnxe srwi a wealF.F unxc n I•mom. xw.eP mnmEms IN x OF DEN2,� ����:e°oma m"u°clluxeli"nuw�(srvl�55.er mlrn we Pxal°m L MEMR 11 Nor BE Uuc roa srwi a smaasele Fa w.0 axe My Nmessm o! em Hann emusmerrt recross ME IMOFReo x REDMM OS sF eP a ONIRILram P[RFau RwEuurawY usmmrs Pnl°"ro s'g Parwsr smucroRvs sem' —ROMED cnou OF ME Pmor C. MQ%EE°uow�TT�wWRERSTOE.a�oaaun x eurorMEnMN MENo am vomxm E—MM m a mxmclm ON an mlex M ozorE emnmsr rvs eem 5.GENERAL UTILITYuNOTESnun a.ovunes ms tllmEne Palm wsoeEZRmrs srvu BE MY ml ISIN ME�rc_T_ �ixF°Rus N I=o TxE Pl ws era.oaR sPEaxunoM Is roR letmET-axEv NA ROD Puo axEv ns alscrm er ME W. ME ED ROW manna..Ntlnas m r rur INPen o"x lE PmP.sm roxem o.R r�sFina xmmssrRv ro IomrFv seuomi ar ewsnxc osnEwr lesms m e>.r°srwvnr cur s.=x mn!Is P.sr me Mo.x. N. rmmmlws Ix zcwos>Kc mm mrmc coxmac ru>.s=%M.eNOn ms is orvxRr TxE rRetFx era. E. uslRE n XND—MOM CONCRETE ME To RE em.MESE curs S—BE RADE wxlwir M.S-Mr D. eu NrZ ME Paas ro Pmmm My mawna. Omor(cel-8fea5sT1 nr LVET f %E OYERED CN=9 Do""'0" NO RED E MMUM— F--.IE_. MD DIS.ro SONS,cen.um NONSTURE ONSOMIA MOR M 1-1.SUBSEDUERT PSEOR SME. TMO ME ONO MIS W.MIS SONSK RNor RE ME MR Mcur CONSDOESED lW"'IMY IS ME= FUEN Su ED mc.ulzm Ra.Ix°rens ME xoT c.xcRErs uxcm m[�gHism°cnru=r r�wX[rrt� umr Is.R emE mxsl:mm slesmm ro m[swaWs a.ImRs. mK vgf�a Sxeu nor RE Pu°roR aRmrtr UTWEE MO ` n 1 MSACIIC 01 rowMON mGW OURMIND s K =o ro TM a " AYN EXFUMRo °x I ro�w°e x em_.mlx � r ro°IxMR ME N u e eL I ° H. ManN me ea mµ5µa N®:sa ro�=nN xµNeanNR :lee.mmNs me umR .rMMYMRON RmP=�R; n` ; `nam' PME a.R ro erxaLL FT mN�tros RLL Rma matlP a axxm PM y µov=a RNE.Ma a aroN� mES S: TOR — FOR EEUCOUNTEFI ME I",�ex:w�IFR$ImNmxR T""II�,e-wIF II mm N.�Ne —r _S�mxxn' ro x a. N.n�me e R IF tl�mPMtlm Me I�ON M nam ITEN.m:MW Or BE Pm.FOR tlax,.v:m COI�m SURROMY ro.aam Moo mE�a..e ROI ars.xERR n axNNa IR�mm ro xn. M ORDER. E.R mEa�x RE Nx� smWMa me :RLL�.m�IN�mm R.w .RNR Paex o ME ro mN�maa. N RLL . x N Rm N : me ME EENE'V S C. m6a5EmCd➢gx Ex RM-Our ons et iwnE Po�slmi"uEl aE c11"E.ma°NiMMare SIM m[°.wF[a°OHbrs Cml�urs No ROD j w.lweE M.—BY ME nn Pa°N ro Pxtmm. cAUcNE Is Nor E. 11—RUNNER MO ORMESNY�MMOM OF OTINER h1°"saeD.Ee a ASM- NOT eE v:,os vn P-11 FOR rRrcTaRi snemwo gmi�PReCYLLTE 6vanseWY 1_ un, eFOfli�o I"nr°HwTE olR nee re I'm'linNo Co r rFMCRREO PuaSsmr a a.xm v u u v u. E OF a u .eM x Ix I . x. _ nr atx caxm a Fxx PR°Posm smEEr xTEMacna. OR R Iew.laxs..MIa Me ED MY ro me msr OF ERE me E No v o 0 RE TOHary-aRsXOEx xrtn Yd Oe0 x M awls ollu Icv.ew�snlw,I eax°onm ane.zW.m SMIN I OF Ile Pte!SU—sesrre �DRIVERMS ON CURE ME E ON 4l=lnXl ® mMCNESSUBURMLE E txl)-euue aauxc" ImxunTmxc�ixE¢w.COrnxr sxumx Isms nr rxE an aF mRsus cxam U 2RE PnSTREETnde IXCAVATIONoFwn Fa sxar rzRm m.lmna.Mm ePPmlm Rn Ins ow. EMS slm,;au Irvin mgccaN a. 3 1 TM°EEz EII"cam�CUMR s°kX mxFaRuum me xem"uR°mP�9PREREMET DOUL OTxERNEE IN.—IN ME ao Fax.MY MUPORan—CES ME wRSOMY AT NO enmaxu e°s!. uNUESS MNOMS _PRMXED smEcr n anon aaxs.rn sxovm ON Pvxs ME TO ME mmlxE.mass raTEn Is lar Rao ms tlsernr m!Is su:sown romOF me RE S Remxm!a.Iloa. r.mxxETE smuauREs 8.STORM WATERDIF" nEZEa.:—T uEs mum INE P.wrmr. cuRre uusr a mEZET sreaunn EMTr RCcMN ME MMUS s MR IF— auroR F.ommE ane roR ana RRxIPSVsxLL x0 RE Pu°Fdis SFPNUv RUWr Ca40Ele➢ a�°,E eaxlppy roa,e�s �'°RtlEo mxlAfl�E Reif SIM IwE a vw�.lcxeuE.wo 3 N Z N PERYOUSa ITEM'taaETE EUM—P'.F RE—EPOFTE0. OF CURS TWO BEFRES .w- CMEDloiEFi smuaus°io cxannc smai ii.SiE-INSnxaEs m"o a°smurn11 S�,CNN ON las CNN O _ mr_DNE RE EMS .F DONE, w�ll".si�Ml R.O.S.M rn°ere�Cro"eM RMED:v�neRu n,IFRON m seara<.ia1XPi m BE_ somm sIESRXMn vaRx ro ME "M Lo Irma eMo I"IM Em r`IEa"g%r�c`R%m aus`In n w E M SNC A NM wu°F a IxNMES OF vet°n unleim"ix sxeu a c°x O O¢o FOR PRESERYn C.EMSTINGImxn I.mPscwE EuruRm.xo%IRECTYmPLLmeNmr�Irtux Nor RiNxRg a"xaEs I OF EVWNC RE ME IS NET ME MR OR—Eur suscoomy ro ME Fan,or co, u. K.ME �11 SERFMORLE MEN To FORMUND OF CO=Erl u RNs males=.Ntlxa ro mxlmum E m xmum NANHOUEE ORirafls"�—°TME P msE�CM]unuzxc ary a CORPUS cxam smxo.wo o W U m z¢w .IaxsY:m mlEsmneo su E own ro me�Mws ao IRs. ora uo roa mNaETE SENw T NSYaSE Exo°.as Sxn.REeMADE E-Mr a PERPmacu a ro ME P ROPOSEn _ _ "MADE E R N CaaElm O 0 w i GE ncM7 asi a m"s"" E9sl(im Ruecoa'w"E slnFF. a "ro a RE=D.` aEn Rmlxo rxE anEi`aaulrrss cow;eno"x°eiEo moliTilW'"19TEBPmXOT cs TnTlrmw samuc.Me ""BEEMSYS x x US Ta�coNrM_arouRESw anesex°:WINE ME s°r11°'a`T W oam aR m.mlElwcmR ro ernes,"o,;MFM PI.,a sler aMce xsr ReM.,NUINSPxc[uNIEa" o O 3 z riEs(..rcm wf"oa°awEoaxml ME laEnvm-1.ME�—EM smax MON. 4.MISCELLANEOUS Ret w.E rs m e"r�sm ¢�y o J= I x x E). ro ass BE Sm'.Sxn.REuezE IN FEete MRoucxouT ME PRmm!OURn N,AS Rma1.DUE ro o BY ME MEO O C DRY rY G n u aT a!m 1-1 F n ouEunmwx�ems"ren-E s E I a Re°nE u-rtivEONFUERS:m.FERMSERr ME ME EREEME..SN-Fr ME MINNORMY SON.SSU_RE R.— Nu MEPr .w N UROF�m No—ME 01SPEDUMI AND SHMUSPORMLY Ra—,IF SO ��a > mxI uM.MAMOR eM xE TO Ranoc° au`eErs I• NI u •rmx. Easnmm suesnwn 11 ro me vwlWs an nets. N01dt 91°"Nor RE Pao FOR nnEcnv COTSURSO FIR rs.Mrs wRx slnLL Nor RE Pau FOR Nmm�v BUT eoxslaan wRSlaexv ro a�5 vim, RN, SFl£°Ett wn I; cIE]p4ID /RFPVC ¢r "-I/MYtx9 K roRNH°Cmmr'P 9CeOv=M µo/ °Rat 1xM•alECI�O_X•CIH m u uu//pa M5 xaN xLL x.!a Pen eERTMxLLY vxm R. a AMA=sEC.m .3 1I RE 1Yi.eF R.wxCa mTFM TxeM I'uFrouREo C.x m LL x m u x a ^u Y RLL av mBE � e m S A Imlx i°Pvtmmr. Fa.xmrtr COT c.xsl:ven suesltlMr ro mE flus"aX 'ID ouaxc eu MMES OF Caie Ixln sPmnana"r_Do y. I-a ausnm wmr.xE)x aXmoune vnm ImnxcrD.e,",MY BE mxE INE swE vaxeeIS T v uxlass mxmxrsE.wmoum.8E ADUUSTO OR REMoetn.w0 Rwlxm. 1.Ixsluune�uzm:rano s rnr M Pnv Ilo�°1—a sue9own m ME AMSOM nre BID 5 SHEET 6 0f 66 ..-M Coe!mXrtax Rx a Ne-M]Mmm n e RHE OF..le C/SY. FORDON_ RNEN Imo' COFO FRAWMG N0. ME I. !wx con!ms xm nw aE COO ..I.ewtxsM UO as°IE"tl"�I/s roR USE 6 xu�REiwx xIa loos OF ME uenlmt ME N.e,t IN Pule srau wlm Ixlels usT--NMT swi:e maogn mm.wane sum Fexa. 0 omm eomMETE swFaEs xwR roFxrET w�(M 02 ES s5,Ii o Mm n•alr Nor moa rxME I li:•aaww ME PEmaTm.F TMc a BE I.�s FEET ro e tlmNr.e m - STR-874 sPlnrlm DUN No PRmINo M.s",N.avalaxs. IN vzE,NO.'s°w S'..aME IN m vl M an aF-cl%E12103 D—Sn,Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 ,.WASTEWATER GENERAL NOTES (CONT.) ,,.TRAEEIG SIGNALS ANG R 8.WATERLINES CONT �s HE M ED_ffl MIS REOACM a IRE&I BEN HOT[�cn o n�HAD FOR ar eu Pnra o SME euo spores. �1 uron �ntiloA OF�meu[wers"u�vn�iEneux[i ZT11 eE FREEM. No Wo L ANCH aaimp !rowMFRm SUSS OMr ME NOmwx RPE B E k OEM OF wi M Swan a x M vA noon erl esFEcnnSCWCUUEINSPECTIONPROR 'mT AT , .PMCNEO A SUN A�S RAM.OF or nbEncu1.AS.nw m A SPnulax oaims ® AMMEEM/on Mx+Flc scxu uEo r oEsuUuvrt FEuu FouErs BY THE caxmrclort x!FRE roxinu:rarts NPOE 12,AT&T.AEP.&OTHER CONSTRUCTION PROJECTS E.PRO OSED IONS To EISTAS TER ES EaUr PUETEp%ACSIMUNR nE-xuNN SH—SxINNCID r BE MDPUDR qp/m gIxE55 OIIaS.`i"ME VuiFIRnOCfPSMMFN 4 ESEN"T"�MR S".Swl1 x�OT.BE Y I 'COwmnCH MM'ES".xnERuxE'. �g�Cwx PRMxc //.. FUR�xE MRES N ulxulS COx Cnv COxsiniMnOx m0 Poif IEIACwW. SON .SFE SroiuUMOOTMiaSRnn p CONMEN BE FlUEEn Me(aLIssa»Ux a ll�an attR lw"e�MNcm M�Raa vATER"som Ox RwResxrAnuE(n u MIxMIre rorEvcls mm RmPxm roRNsmmTE S. nooi ro SE Avae aF uxmuun IUPMis ro oX 7 Sm ww noon wxl Iso wrtrt oEsimuEx!PvesaxxEc c.sE Mune!ru!AT a rtmrwnxe n uewrt wn I mmx me iroPu+o mwa+unrs. _ •mEti Ix u ru x x -Ca x eim a3ow oriel Pw.IEtt wv IUPzi iiaP.wo(Ssx0 miz) - SURER F Eras FRSE BE CON UCTEO PRIOR ARD((SEND MIS)uMRs ME FwM IUMES SAv SM TO PMN OR.. TO CONSTRUCTER OF PROPOSED S.SHOR OF a.— PIPE—CENT To OR BETWERI ATTASS N�_ ORECTED �ME—R—ENT NEPECTOR SEE.ON CCN.TMS ENCOUNTER.INm�non�TMe E TESTING SCHEDULE% o _ A,TgRESED, ro caxruxumr mwnas uxa mras�nEOn"O!" ■�_ REaa�E A slxNRns aE�p/Flr,x"I"Ialiart Pert arAwMa reTxEa. PrtwEar LI.Irs aNAwM. TY R, ERUER ANE/OR a A"MEIO m PROR"TOC WS"" Ixw re roxM.c! ocscRlanory Rnre EST.Qun0 1)EST.E BID 2) (BASE BIO I) (BASE BID T) J. ON No 11vMTEvursrt urn IN—MUUON exnau BY Nor-ESE PRM m oxo. Pl vxeEs�MO FlTmas srwi BE mxaPEo.1(1)R _ xi SOURCE 1 - MO Pxart XBO PA_ MPRmm ACM AT xL mows. wn mm EavuO reenwrx.I rtESRrturR ort oM PROCTOR_ STREET-- N - a7 m cwNRa"COUE OENSOUES- B-Al —/uFr I IS M'1=7 FORr&E BY ME OPFRAnw CERMMENT MO EASHEERlxc REFER ro zn FOR " U. xu, u em xM Ix x x" - mCRNFT MU FORNP TgjMR MS Is wi IramOm Fa MIS PRodmi roxiAO!ME OM IF wCOESSU ER—a a as•�PRM ms swsnxe szs E xi EMsnw vAMR sERax uNm.mmx uxE4 ay", OENSOUES_ S(RROE(CONCRETE sREeEr) ao RRAMCNFT wPosm-TER smars urs CONTRACTOR TO SOUES- —E(RnNEvms) j UNES REP ME I roxinM TE ro ro Ott Ox PPOEFR FRTw. - SCRROE(9�YixRs) U nE IxiO sE. FRRxs wane a TER sac sIx OF ME Rmn 91M 9.GAS LINES E DERSORES- N vMrt-xxMR sxEmxc —I PER Moo CY rcMMnwEE Mo nE xiO mmcEs waMo a ME rePOaro sloe OF ME POrM M ME.usmwMR "MS SUFF_rIMS ME McMSEo FOR Mai senna MO ME ro RE Iwr nm ar ME CRY PAs R_WATERLINES S.ca IZI I ro croPOIxATE mm FRE IRR RIM reRxaMExr REartESExrAmE ro scrnmE me van". U o I vu x Ix RUE u FlxI No.—PRECTCH PER MOO C� c.caxTNMmrt IMM �OF NUET xEEr ON—THE REOUIRENEENTS OFF ME eMlmwP REaunan AN Eran. CER(STMEM0) O c SET—MOUL TEST PER BOUNCE THAT AmR E��u F CORA S n o OFM EDA 11 BAS OEPT S.FIRSEN MI INSON-L IM PROP T P E OAS LINE Mo PROP PE ons USE RYYUOxo W BOUNCEti E Ix x. .ur_Mmm�MO .— — x .vu .vu ,—TEEsnw.sen UNE—rowmnas.e' � ENSOUESesa(wsPv,Er sRREEr) PER 1/—E/UFT IS. U FOR=R ETCE flSx(cowRERE SME RIO RRNVENFi ME BECOME FROPFRIv OF nE COxTRMiOR MO OSPOSm Of x M wes,M,To FRE ISED FOR ME RIO Irtus Fort rF=MC MO emNFlwxo.UNES nCRE MO xaRmxru aEFSErs a esa(Cro) MR MAN——NOR. MMi OS-) _ _ 10.SIGNING g STRIPING To�3 a mw�cauun"wSlax ox nI_X=NCi*x auM" Os o MRIM"TERE MR w so mTN xea sxvNs.u IxoluTm ax A.S.ua xsw uownw (l xrnwol ff Pen POR 11—mR COM Ean SUMMURr ro FRE vMgRS.1.R sxES ix6 MPotFSxroNro1 xOr S. w " M x E REWIIE➢FOR ixl4 WiNFLT. TNCM—_1. —E(�s)O'" 0^ N I STREET CONT M ux x xE M x MO RECURRED SUPPORT. - rvrE(CORE) N O O oEr rvrtsIRE YSE 1. Pox(carol N pa OR AT CM" IN CO ED r OISTMERS.MSMFOR TO ME-I- x INA x RqSETS Mn ERRFSNo swm SnF£i FOR sax rnuxnRn o6(iaw)nIME 11ax Tw6. xoTEs Mo reluEs,9Io(Ga)ba"slMOMO PRM (� N �SURE.. OF (sEmuu Mc)erRe,lM. aPER nrw PVF E. w.M OHMS art Enuxxnrt.REFER!o rtmUFlExars IN lmor roCUM MR/woe W.AS "• RENT ac/curs m S ax EXEPT AME zEOR—L ON 1 rw" F,IT—.ffnlMm-NFRn w N oM mm u was xo A—IN ACCCN—mm ao.SPEOFEARM omwz. sPmra MO Mo BE SLWLWSCN mmFCRne nw(�Fl+°`n�)ug x A x n«•„Dlsreue P""o FOR =y RsarePRmn"'-E.A.,eiav—ro CRErt wwca TNCS.E a wax x E u r x H. u u Au A ax x RE Sxxitaonwix O 0 1. CalAwsxar.me"xv S ME matt RmRmMlAmE Taro ars Paan ro smww ro aEa E¢Piasx01 O a m oAv) X w U SOM Puo T W—FINE Fort sEaxanvv Su!CONsomEo Pen!OF SO I—TWE nmrteM Msoxar. nor BE " sa mm.uE rtEFl USTIMRSSSURIZYAREHMWUUE croRs FRSE a —OWNN)sREEwln O e as°"Y) a 41 VR PER SY OR y 1.MY UENCTIN OF ARE In"Tr SIT OF=wix"rs rmra'M —Pxoi xsrenEo s m ME soE OF ME ANE smww a.OSEsr m ME ars xrORMr. BE RUE MR MR— ITEM TOiRE xrauxr Asssueu'. SMO FRE rEmrR of_r:..S_s s sTEEEr xwE RERnNO srRe,l roxsaT of xlnM J.AMPOESSO m N CT x wx x M a¢OF caxmaE SM OF(mUrou).um imNur S"MTMOMO:a MEET MI I¢xM ninon OF UxPow MPFFrc FOR Fuwas ME wr Iruruom.Eaao C_UU_McwrMre of RENT' E ssrtu mur ME a uron FlNM Mc M_noR of FREMUE.BUT A--. A UEUNSC Y � SHEER 7 0l�ss SUR S—AS RE-STRAIRS FOR—C M M E TMEN US 5°"'aE"` a",aE masoxrn ro vAaORrs SIo moa. aW MRS RWEWU M Too E M RI E M m FAI— Ca PRO x cR STR-874 P FOR BOW UOCATONE ASSOCUUTED AM,=ssw..v.TER Mnxx I—BE--HLE Dunn.carsmwwN oPvuna. S.=uxE Mo IT axxFlw SNN,MEET Mena axxFlw ca,N A Mo M nxa REaUIRamrs. an a6accN%EI210J DocUS,gn Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 EXISTING LEGEND PROPOSED LEGEND ABBREVIATIONS u,,E APPAREFT -WAvItt IT LIME AS ASBESTOS CONCRETE ASBESTOS CEMENT PIPE ET CCS`) CIP CAST IRON SI.TIME 11 IE LOT L ME WOOD FENCE METAL IM—FENCE OW NE CAR METAL PPE S BU LD NG o ON, CONCREi © CULVERT lL�RT'Z14UIKF`l'T`DOLE HIS A 0 CONCRETE FUTWORK ® Ea E ISFNCRVALVES F C4 ET RR CONCRETE PAVEMENT POLE ISTIMS EE ELEVn oN CELE GRADE ENE EB TACT RB o FFE FLOOR ELEVATION ----CHF--- H ELECTRIC(AEP) ---- Oc ROUP TER) -- --- LEPuoNE(ASIS) F HAMDIC4PPED AV NATE VALVE -HETV(CENTUBnINK) o ---- IT --- IC EAE P) H NO INVE ---- --- N (AT&T) JNC U _ JUNC ON ---- -- OR (VALLEY TELEPHONE) DATA EE ITLEFT r ' --c=so=c___ M,H,POST S 1 - SAMT411lLE4MCUT NEW VALVES OR CONNECTION POIM WEST"LM, v MANHOLE PCL PROPOSED PROFILE GRADE LINE -TN-- AIN OLE PROPO ND ME -- --MA✓oF mNTOUA uNe AT RHODECLE R. OL'VM`WNCRETE BO IETE TARGE DECIDuouS TREE IecP FEwrareceD CCN NHOLE PIPE b - 0 R.o.w RICTF of wa o 7, N° STM s,DFM WATER m3 a Q s SMALL DECIDUOUS TREE COMPAC ED BACKFILL MATERIPL WATER EESLVE SIOH STORM WATER MA o 111 RO x O O—O P OP OF PAVEMENT V Iw eH_TT TO TOP OF SIDEWALKOR O C :OLFPFD/POST ~ E O CONCREE DRIVEWAYS OF IMERSECTION BUSH VERT CPL PDM ® CROSSWALK SIGNAL POST IF WATER LINE O DETECTABLE PATTERN v "'o CURB NLET °4 W.S. WRPPPED STEEL PPE ❑ ELECTRIC LECTF COL Box o a°ok WW WASTEWATER LNE ® CONCRETE SIDEWALK/RAMPS WWMWASTEWATER MANHOLE .-MH-#i WASTEWATER MANHOLE NUMBER UP EC ET PILE Bus D PAD/sHELTEre PA Z m'A4\\ xI TI Tlory N FIE=MTO STORM WATER CURB INLET O 2 ® KV N o o CURB INLET wLs w'n a O ExTENSON DI IDN oo > ABY NDMBEIRATE PLET re) zo w moa m h wig�s AExTFNSION LET SHEET issi+awN ) DETAILPOP 1- o rLOSEDETAL ® RODSCALE:T'=TO' W Q -JK EE 2.3 0 c Q �PAST �� wREFER PROPERTY COPMER FOUND(AS NOTED) PDDITIMET SHEET SHEET WHERETEL a o W ENCES DETAIL IS DRAWN g ®AT CLE TYPICAL REFERENCE SYMBOL ��W OFLAT I GHTAL ROLE oI o CONTROL PDLL BGx sicm ® VLE o a AF iss oZTE' acw,w oanwiec rvo. 'T F ED CL—OUT STR-874 n g E1210J DOcuSM,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 LEOPARD ST. OUTSIDE 11 UTE PI.Ell LDIO 2D SCOEED BELOW E T' ESrx NG'MAC S 2,0 CURB ED GUTTER 1111 1 Ol"El I_ _I PAVEMENT. CANT LANE MOL Exs,152-5CGPASDNDRETE Exn P DP SAS — E,G nE�'�iA oMINE DSDOBD ATEDRrATTA � El Ill ww LINE x� STAR. Ex�n D PIC LINE 0- EXISTING EXISTING 0- Q s TYPICAL SECTION STA 15+50 �lui o x o 9 SCALE: 1"- 10' LEOPARD ST. � 27,0 > E 12S 570' 11S 2,0 CURB&GUTTEP C0 CURB PE GUTTER s'o�l ZE o 0 o[wSIDEWALI ��N LANE LANE �AN`E ~C Z 1 l t t oW�mw�o �O —% G 3 w ED ST A 50 CONCRETE EOIST e DIP GAS g ExiST 8 AQP WATER LANE 1 �T nGRM WATER RGP 1 �EA�N TD ICP ww LINE ADEa'1 E TO RE RELOCATED By ATj o SHEET 9 AT 166 R£CARD DRRWMG 10. e EXISTYPICAL SECTION STA 20+50 STP-874 9 SCALE:TING1"= 10 G ccP g E1210J DOcuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 I FEE LEOPARD sr. 1.111E 11 FACING ITOPM SIS11.01— OUTSIDE OF TIE PROJECT LIMITS. C CURB&GUTTER C PAVEMENT. EL5' TRE EAS,NG'MAC SIDE-1 GO 12 i A IF, IRA LANE LANE 1 19 t t 2.2 TT TT TT AC IP 11 A21 CANPE,E t E-1 e CUP LINE i EMSI e AIDE LINE Ex�n z DIP GAS DP.1EEMNEOEILEE.EIDAIN.�.D TO BELIE'LOCAL f EAll 11nDRM—ER AGI m}}aGo s EXISTING TYPICAL SECTION STA 28+00 �1ui o W w 1 scnLe: r'= 10' ° LEOPARD n. 0 � � E U 2A CURB&GUTTER CURB GUTTER rvDIOR sOEwALA O O N o O LANE LAN E Ln TEL l t C O O cn woo EAIT FO 'MAC FMAG DSP D Ern 5,25 CONCRETE l\ e P LANE { `E OWgL< Exisr Dae R PATEP LINE ww uNE J � � DUCT AN E'll 21 STORM WATER RCP 0 0H'DNED RELOCATED Or Ar�rj sHEET 10 EA 166 RECORD-.1 NO o EXISTING TYPICAL SECTION STA 33+50 sTs-8 4 1 scALc: r'= io' cn g E1210J E—SM,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 LEOPARD ST. NOTELACE/ 9 1, THE AREA BE"NO THE'111 STILL BE BASIC FLED.TA`PEl IND MFU 'LEPEA A,A BEST ED AS SADD AS ROSS FILE ANN N 0 LATE A THAN A A 5,0 A2,C0 5,0 TO TIE Fl E F TIE SIDE.PC AS CTIERSISE SPECIFIED, EWA EWA 3. THE STREET CROWN FOLLOWS THE PROFILE GRADE LINE 2TiON. (PGL).uC OF CURB&GUTTER 2,0'CURB&CUTTER 62' B-B CURB W CLATTER RETE . 21- aPo 12,11 12,11 12,11 1 1OF E LIP, LANE LANE LANE LANE 1.0' 2.0 AL2'LAMAL ADA PE TAPERS TO 1/4" A D 1 1 t t 2:A ICOAL(SUBSIDIARL'TO TYPE D RMAC) R z� B - Mc a0 PRIME COAT HE 15 DAL/s2 FA FE I ELES TTE MATERu TYPE A IIADE T OR e ,•�•••,,•` ,,,•,,. COMPACTED TO MN 9aN MAP AOR DEBEI CASTM _ P EUST zFE 5511 To WITHIN+sM OF OPTIMUM MOISTURE. ^8 Cas cEocRD TIE(OR aPPRoveo EQUAL) _ SEE NSET A DP vcP ww L CIA WATE BE EHIND roEP;R'��o�;ERM�Eo A�o B SP WaTEIR LIINE RM �ROP DAS �i�A�j/A�j/ E COMPACTED B10 E RELOCATED B.AT T) �n pRM WATE �NE —MAP DRY/ '"(OPTIMUM DBPDTO 0 ES,I WTIN 0 TO 31 OF 'FillB P W NE C WW L BE URB�COMPTO 95%STD,PPOCTGR DENB�TI 530 921 M2 B.25 0 0D -1' Ezo a PROPOSED HMAC PAVEMENT SECTION CUT STA 15+00 9 - - SCALE, "= 2' o �m} 3111 SCALE:1"= 10' - 111 O W LEOPARD ST, U o 0 2A CURB I GUTTER 2,0 CURB FE GUTTER 12 01 12 01 1201 ZE � E U LANE LANE LANE LANE LANE 1 t t ��z o WUm woo a�O w R �\7/7\� o x 2 - a�W o C)M. EE INSET a w - EDIT z DSP D� Dac mEER'UNDETERMINED EES � R LANE� `'� 12 WORM T R P�oRM EDIT 10�PR PUP M LINE TO BE RELOo.TED B.aT�T1 CROP 4 JA sr+ECT 1 1 FA 166 R£WRD DRR. N0. e PROPOSED HMAC PAVEMENT SECTION CUT STA 27+50 STR-874 3 11 SCALE:1"= 10' n J E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 LEOPARD 51, uCEI 9LIFE ANSI IE"11 LIFE 1111 AFILL IT BECIF LLED.'AIDED AID SIDEWA 2 3, LRE SIREEr CROWN FOLLOWS LRE PROFILE GRADE LINE(PGL). oALG /OR 29t t TEE IN,�APR W L �P PROP 12' R R lIlT zCROIP4I� ,PCP"U'ALTO L RM 1 NEE ELD�LED Rr A.P WATER RAP n W LINE WALER LIN INE LEE2 17,06 U PROPOSED HMAC PAVEMENT SECTION CUT STA 35+00 m3 0- Q s 3 1 SCALE:1"= 10' p LEOPARD 1, E OGG ti 2-0 11,00, 12,F U iSON o LANE LANE iz LSNE Ln� .aa ''°° zr \/\% A CL TEE INSET R z. — — ENn z AlEAT IF w x TI AT��ExS R P�12 IA � �i � WW LINE ExE NE�=T PROP 3 AIE� I, 172P SHEET 12 AT 166 PROPOSED RIGID PAVEMENT SECTION CUT STA 14+00 STFS—87MC 4 3 1 scALe r'= i o' TR4 Ecz g E1210J E—AM,Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 LEOPARD 51. NOTE —ETHE 1111 AII IF Ul E CUBA STILL IF 1111 LLII I T1111D AND _'ED A,D"ITD A,SOON A,'C',AL,AND NO LATER THAN FOUTPHSEAEUEP FEE PEMO—OF THE FORMS RIGHT LL SHALL BE PLACED T LL OFF OF THE CURB,OR AS OTHERWISE SPECIFIED, TO CATE IND CONDUIT PRIOR TO 5A SA EWA EWA 3. FRE O STREET CROWN FOLLOWSTIEPROF LE GRADE LNEC(PGL).UCFION. 2,0 CURB&GUTTER CURB I GUTTER 11 Go 12AO' SO' 12AO' 11 00 H4 REPAIR 12"O.C. LANE LANE NE LANE LANE .GSRA Ro 1 d4 LONGI.UDINAL REINFORCING BAR(FULL LENCFRI CURB #4 A GIA" R DOWEL BARS®CONC24'FE1 CONo 6 1 1 1� 1 t CED.PETER RATOM.xoO. GO 11 ROME"AT CUT CRUSHED LIMESTONE BASE MATEPIAL TADSEE INSE B' —�2 PROP OF 1 oNPAE,E2', OPT gNE48 wM ,vM(A�TM 9 R,O I,RIN.2� U-wETEAMNND E DAC, 2 ITIPM WATER AIR �4 WW DNE \VA V GM4 ,D o°aPE"RE OCATED 9,ATDT DBR P,IMN°Moa'nU°ED — ECIIs ER LINE `x'� 'AROP 42 STORM WATER PCPECIST DDRBCOMBAT.9s�'ACD.PRG�.GR DENSI,v 12 a AM Asp MAA DRv DLL MATE' 9 10 04 17,24 B.B RDa a INl BB – SCALE: 1"=2' e PROPOSED RIGID PAVEMENT SECTION CUT STA 27+50 t x 13 SCALE: 1"= 10' I�� ��o LEOPARD 5r.IRA ? E ti 5A 41A 15-21A U SIDE-1 PARALLEL ARNINA AND/OR I A AEWALP Z I 22A 22A O� O o 1 1 o W V 0 2 z o o \ 6 m w pR 21. aow PROP E2 DEC WATER LINE ,�ExI F 4Rov 4z Rcv PCP EIIRT 2'oDIv4 GAS G g x EDEST oBERRUN D C1P�� R my ww LINE 1 2 118 COMMA A, DUCT EVIST 11' D& TO ELoraFED By STATE WATER'IT Ni SHEEF 1 3 AF 166 —GAS oRn""OF n PROPOSED RIGID PAVEMENT SECTION CUT STA 35+00 sTR-8 a scnLe i"=Lo' A ccF g E12103 E,N,A ,Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 NOTE£ PROPOSED 17EM WILL CAPTURE FLOW FROM.RE NOR"AND mull DRAINAGE LEGEND n SIFF Exlsnrvc sroRNwnn:R NUN 2, LIFE EIISIING PM TRUNu SCSTEM IS COMPPISED OF 12 AND IS PCP. 8 21 FAN D 24 'CP 0 Exlsnrvc STORNWPniR MPNnaLE E E Ol"NO STORM 517EM LATEREALS ARE COMPRISED OF 8"VCR AND 12"POP, sYSTEN ROW OIRECnON AN SVSTEM 5 COMPROM SED OF 24 30. 42 STS PROPOSED SfORNWAIER-14 5 EE ® PROPoSED STORNWAIFR NNiHOLE STREET AND STORM PLAN&PROFILE SREETS 30&36 FOR MORE NFORM N. ® PROPOSED snIRNWAIER INLET N b PROPOSED STORNWAIER INLET W/I-5'EMENSION PROPOSED STOR.—IR INLET W/2-5'ExfENSION © PROPOSED TO EXISPNO OONN-014 FEEL PAT 2 w� i El zo P _ �nl'NNN'nrIll lli p k w ❑ � E U 3 N ANN � FTTTFFT-1 W� Op ¢N WUO z81 t BA� mom �GO — SCALE 1' 300' D h~� a�W p a is RF iss o RECORD DRAWING NO U soo AS STR-874 scnLE,1 =soo cw%EI210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 INTO THE EXISTING,z VOP LEGEND —El DOWN 5TILLMAN AV NUE, EXISTING WASTEWATER MAIN DOWN PoaT DIINUE. us INTO TUE EXISTING a vcP MANHOLEP c IDI eek PROPOSED TO EXISTING CONNECTION IN ; LLLL P o N - ° oz � s �P N N © © z �' a J o sT e OP a Exn Tsa�P s E, © 9 RD sr aDP e y � r ExsT 36 ,n,D' � o D IF a o j c EIII �P = n a o-� \� C �'l EXIST 1. EXIT Q,s° II p ❑ LLJ L-LLJ L LLLL � � ��o 0 � E EXIT U II ZE O N —� m ego aEOD 0aE3 _w aow oa oM� J31 W SHEET 15 E,166 RECORD DT AW MC NO 0 300 600 STR-874 scnLE.i'=300' cn g E1210J E—SM,Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 I. PPOP05ED WEP MAIN 15 12 C90D PVC UNLE55 OTIERW15E NOTED. LEGEND —El W--—EIISTING WATER LINE OR EI . . 1DIANr wPPOPOSED WATEP L NE(PVC x900) PC MD WWAAT�pl FILE TILIONT IN VILC PPOPOSED.O ExSENG CONNECTION ILLID 1 n o= 0 Exn s�P � Exs,a �P a w Ex� IP — EO ARD OI�.. © E��a CIA OP 11R,11 ISC m}}� Qs lui W w U o � EECIIT A All IIT III AKE ZE Z �OClN o WQZ cz W Q cl o Q aow � sr+rcE i6 or 166 RECORD D(AWINC NO 0 30A 600 STR-874 I—E.i'=300' cn g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 LEGEND erci ——G— — EIISIING GAS LINE rl EIINIING GAS VALVE w vaoaosED Des—VE IN ILLID a ,e El a Qom G J xs wsi--- BVl K -- U � r w v aaov a IE 1H _ L[oaaaD sr c AKE ZE m}aQs x -- E I 1 9 z N �3 2 W Q m o C, aow sr+rc3 17 or 166 RECORD D(AWINC NO 0 300 600 STR-874 scnLE.i'=300' cn g E1210J DU HAM,Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 RroRAu�c DEs cry BAssNOTES, : ercT LEGEND REA I PROJECT IS LOCATED IN LIFE INNER FMF OP BASIN ROFE T.srsTEM sa.fis AC6REE PorvD rvc BE�ow PSURFACE FLOW PE F�awAD RECRorvwAR s DRAry ACE ANAEVDSRsTHE LE, AT LET IT B DI;AA A "R TO SHEET 11 FDR Bs oRM WATER 11�'INAL'ANTDE,HAABATNADBLE,IIAIE FOR A",'E o SRTO M AR 3 LOCATED w N FILL'DEEP DAlN Au DFANAGE AREA NAME `EDORo C I LOC 6 EMry EOM o�N;, s`OFRAM PANELS(PA"EL 03��E FOR C OF THE HE GUTTER ASSUMED U MAT' ` E�rvE wUPNB"DTREE IF IATER ITHN THE 15 ROMOADA URMMTnAP°s.Uo TODEND sr°ONTHE FACE OF THE CURB AND p`GN ES IETRER s�DE EA W DTH GENERAL 39ENDE11THIDEAFN T,' DEFFPEry B D-PROPOSED—?NAL METHOD LL SPROPOSED TORMwATER EAE EP MANHOLE �s O OUTS PRO PRo✓EPT LAM�Ts. EMDRAINAGE AREAS 11 AND 12 AND THE ANCEE GE 11 MIM CONCENTRATION.AS PER OFF DESIGN STANDARDS OF s MINUTES WAS"ED PROPOSED STORMwATER INLET EPES COUNTS,PER TABLE 3-P OF COPD DDM, e;N;E:a,e"° PAEMS APARTMENT RTHE DRAINAGE PSS, 'EATHE ABUSE SALUEG ARE —111 a EOPON UPDATED COEFFICIENTS Dd.d. Aw 133-SEAR,_140AIITS EDPTITAI �EIPRD n .nEM�,DD_lEAR,-ISE26 PFS —1 LLLLLV w o z III a E G I 3K I G MI I +A1 Al2 g� � rCi C12 Di JD12 � iEd El Fi F12 � Gi Hi 11 Ji Ki O A2 R I ♦ B2 C2 D2 I E2 F2 G2 Av HZ P 12 _— J2 -_I I � ,a r ---- -----�' �GrvPTorvROAERYo,"FBs, SYSTEM A Z •L1�LJ—LLJ� ,3 2 N O p� � e�Om wQ �B C) o Q WgL< J�W n LEOPARD STREET— DRAINAGE AREA NAP W L7 -zso sr+rrr 18 Ar 166 o RECORD DRAWING NO C 30A 600 STR-874 SCALE.i'=300' cn g E1210J D,,,Sig,Envelope Ill 93524C8C9BAD404B-A46F-3BB5850B76E8 NOTES NGMECORRE'PGND'TO TE DRAINGGE GREG, T"ML GGGIRMCNALDETO""'S USED FOR ALL MODELING PURPOSES �r ll J »kr 6a winEs r.k (30x3 AllcFgWRELIEF TO SIEETSTIRONALL 31 FOR s aURB NLEr LoranN"I R IT RESIDES • oENOrEs 2 INLET ExrENNS ll 764 I Is 15 UP 11 E 11 1 DJ 11 111 uaS N � 5 1 15 1110 71 MAMIEitN o rt ¢�-N -our I� - RND: rr(7 or(r 'L>Lt V r,rs) ( sl nr(r r) os(-rl I1:�) (rl A r U m}}aOTT 1 11 cl lLT 1111,, LOW 110311 E�GRS LA I To 11 GG, I s Ul 10 11 �luioIT L2 .11, illl 11 OR IR12 IINA 11 1 11 1 ID 2111 21 11. 11 ll xw U o 1 11 l 110 0 s a , m m z cw c Fi a; a u. m n za �e r v E F+ mIU"' 9 i',:an la ru 'uR u�� " re -a 1 o z 'o ,,a U 11 1 rr u1 xµ., aR vll w o ,A ,Rn nae ,n<< �n s n .__. __ __ SON o i� io ii KVI E NN w rl t w� A�N� ri rrt r n�R �CIC� 11 AV 1 1 31 111 To ll 2 Ss10 EI I'lls 0 0 w n > v C j cs Q IST ��� C)Wg� JdW AAT ill, .aIl' MUS > a_ .s a sb 0 1 �. — ,zw - r sr+rrr 19 or 166 PIV tlw a Oo"�i inaiR£WIS 1024 RD DRRWINO N6 cn g E1210J DocuS,gn Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 consul rANiS SUCEi 0 r N n 1 - U IXISTING COMMONS �r ^� %ill' Illlui p W w` U 0 c o � N o L z a o oo^ N - — - _ — W oh~� to o �Z.a N m x o s�EEr zo o�i ss �. R£CGRD DRRWING NG. ",. o aaea � STR-874 IXISTING CONDITIONS - DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 A v o N a V x a Z � 7 fetm W 27wo W- mtoo W � w c - > E U O O IXISTING CONDITIONS �O� �+ �Um w + � y �zo � a�W z a� X EC 68 DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 N e o s ^ s + o � v W U)--. -- --—ymem U) --— — — w c v uia I�.� uulls o W w U O + zi + IoM n IXISTING CDNDRIDNS ��y oz a X '122 a 166 o RECORD D(AWINC NO STR-874 -40c, cn%E12103 DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 N g 8 ro y p W mW mG) mG) mG) _ � z Z = o 0 N 0 1 E%ISTING CONDITIONS 0 �- ^�' dill' Illlui p W w` w U� o I U � N n o I a 8 0 0 G) «.m G) n.m G) urm wra � m z I Z O w�nw I �N a0W o �zzc I w SHEET23 a 166 R£WRD DRRWING N0. n E%ISTINC CONDITIONS ° �0 80 STR-874 D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 ® consul rANiS—El, 2 , PPoJECI No. Q za zs Q ______ ____O___ "___ ___ z._______ _____ ________>_____________ ____a :z,00 :3,00 z4:� I {LEOPARD ST � - r--� LEOPARD ST. - LEOPARD ST - e s O o np ��. 2 �_ P 2 1 `P" o �J+eo zs+eo z,eo a,eo.. zs,00 awoo „oo ,00 az oo aaoo- zs,00 zs,00 a III}}a Q s LEOPARD ST LEOPARD ST LEOPARD ST w ¢ ¢ U 3 v s KZ so SON F- (n N � p� J� Qw�ZO ¢ ________________� __________ o N _______W___________ c� ! w � o +.. .n ae+00 +00 0+00 4` Ioo 41VL 44+00 45+00 4s+oo I. C) o LEOPARD ST LEOPARD ST �P 7 � T m a n +, s opg J s re 24 or 166 R C 2 D(AWING N0. 5 ggy app o ,00• aoo' STR-874 D-SR,Envelope OF 93524C8C9BAD404B-A46F-3BB585OB76E8 DEMOLITION � DECCR1PnON ouANnTv uwT I � I� I� REMOVE 26s Sv PAVEMENT N REMOVE culla a ns LF BUTTERRP6� REMOVE 538 SF a SIDEWALK —111 Fu as v deux b Lr ire' re j ws--- Q eccryLPwarv[cT sn�a+ss rzs BE EOPARB ST� —� —°aaq ^ �I+oo �z+oO is+oO is+oO � o � BE e IPC[44 IF U - XN N�N'IN LA - rvn DEMOLITION PLAN - BEGIN TO STA 15+00 0-x w U W DEMOLITION 0 DEACR1PnON OUANTITv uN1T I ��� � li � E REMOVE I 7r $ PAVEMENT 2730 SV ,F� N U REMOVES, L—OF DEMOLI 11- Sar 6rMo DRIVEWAY E 'T, REMOVle+cP sS 45T 4e ee LT- CURB T CURB E 1723 IF Pa 11 e.azs. AITTERo REMOVE ore vcv E h Q IDEWALK 3544 SF —_ REMOVE -- -- -- -- -- - _— O CURS RAMP 75 SF _ ��N ��O r REMOVE 8" VCP 150 IF ..... ..... ..... .... ..... �(nN z — o am'wel----. w*'wq— ..-- -- Ott' — —_ REMOVE 12' 555 IF + wcP —��t O w LuE asO LEOPARD AT 1�� RCP N or a'cP 1 ° z WUZ �m O REMOVE FH I EA ^OO �s+ODI 1 >>+oo ie+oo ---=2+gv_yr ^ o w e� REMOVE MH 3 EA A o i FILL 11C IF oF,o"P a w z �-T FILL so IF of,o---1 = o z DEMOLITION LEGEND .. m�-- 'n�-- .°bP u�M�m -IX.°tet-eMv o n_ a �r.3 C) O RMAC PNOEMENT ¢w o ClIR N—El TES NO : ' .... P. PLEASE NOTE TRAT TRF PreoPErav NEE OF CONCRETE smewuuCONoN/oE ounoN6oN TREIR Ll�ITI IF LEMILITIN s�P F, eP STV IIlliAl IRE, m .e4�� S7+rrr25 Pr 166 MUNBERGROIIND UTILrtIESAMEN o R£WRD DRRWING N0. 0 40ao STR-874 =JJ aaAPs BELOW TRE EINTINc PAVEMENT uvO!EM ER, OLITION PLAN - STA. 15+00 TO STA 19+50 - SCALE,1"=40 Acn%E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 IF —ElDEMOLITION SWI / zT,e�.zz.szz "/ o To nESCR1PTION ouANnTY uN1T EM, 8 E,a z REMOVE IS 2955 SYBBa a / REMOVE 389 SY / DRIVE WAV REMOVE CURB& 1542 LF =— — � _ y GUTTER - - REMOVE EWAL3]]8 SF ' S]➢ K ... .:: REMOVE 246 SF 2 / CURE RAMP BE —E zso zrl + ` LEOPARD ST \L N REMOVE 8' 100 IF m DEa cv / C I.P. a*un----�ro+'�ewe---a�rn----prvy� REMOVE10" 50 IF a - + - �- —�� -�— V CP - y REMOVE12' RCP 716 IF w —IT FILL 2 50 LF o ICIREMOVE FH 1 EA U s 6 a z REMOVE MH 3 EA ' — =W-mi —=d�. — o J.LD T —, tWP�P2 s � OENOLITION PLAN - STA 19+50 T7� 7- (1) +s�E.� t o DE-111 ✓ri III}a kl � DEMOLITION ,REMOVE 2862 SYPAVEMENT REMOVE DRIVEWAYSYREMOVE CURB& 1865 SFGUTTERREMOVE .... ... ... ... ... F CURB RAMP 91 SF REMOVE 8' --DON w I—E,OD EE neu+oory ry PiacE zoo EE aE e oP� CI.P. 150 IF DE e" LEOPD ST ARZ ~ av 4DO ---.,yyn --.wmi-- --ze.00 �--- ZE o REMOVE 15' s o0 00 + 13� + RCP 5B7 IF zs DD z zi _ T O REMOVE FH 1 EA a a C,g Q Q Y N w�ZO REMOVE MH 4 EA aaoui FIu iso LF of a v w cP z i � aow �o DEVGLITION LEGEND O g cl- x IKnn„c PAVEMENT ew o d � NITEI M—SI TE D111— OWNER E OL �corvcR&TE soEwAAK EON.L oL Y Pp THEIR SHEET26 a 166 UNDERGROUND UTILITIES o R£WRD DRRWING N0. BELOW TRE E TINE PA_ENT uvEre. OENOLITION PLAN - STA 24+00 TO STA 28+50 0 40' ao STP-874 u --Ps SCALE,1"=40' cn%E1210J DocuSR,Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 -El DEMOLDEMOLITION / nES3RTPnON ouANnTv uwT LM 2,ae.ss,e cv/ REMOVE 3760 SY / o AVEMENT Q� N Py7p neV OVE I ssa Sv 6 REMBVE ge CURB 8 2212 SF IIS GUTTER REMOVE 3655 SF - - - - /� .¢ ••,••: �{ SIDEWALK REMOVE ... .... ... /& CURB RAMP 234 SFRERN / ^o REMOVE 8" 250 IF -+ NN IN E 20o Lr / Mo+l REMOVE 18, VCR 545 IF N ------- w+'nY- -- G . Tvo 121,A REMOVE FH 1 FA � N REMOVE MH 3 EA 2 S � � H U r.n - a.� - a..�� -- ae ml - a..,� - -a.•vu-- a...�----a.� -A a.�-- ` o-- Ela 0 E L EL a \\� F o .cilli p W w DEMOLITION ,o 7s or N o v DEscRTPnON DuaNn Tv uNIT DEMOLITON PLAN - 28+50 T\OASTA 33+00 RE MLIVE 2777 SY PAVEMENT / U REMOVE DR,VE V MO83a IT / RE MOVE / CURB 1731 SF SIDEWABO 5941 SF '/` Z REMOVE e" „—„ „—„ ----- ---- o GIP. 250 IF -- ZE N in O o ro REMOVER 21' 605 IF .. .... ,.,,.� �_ .."" .. ...- .... E�N ... ... ... ,,, N REMOVE FH I EA P-E 20o it vii O } LEOPARD Sr ore ca ----.---- n -- .mm� rl ,aYn REMOVE MH 3 EA �Q 7q+oo ioo i a N O�3 gN 2 i C) z DEMOLITION LEGEND U F O g O a RMAc PAVEMENT < .. ... .. ... � �¢w o HD N I-ER NOTES ELEIIE NOTE THIT TRE paoPErwv coNcreETE-1— oN/DLI:IONHON THEIR sn 7-171.zea 1-1 MT „�®s,%„ DE �OnNCRETE smewuuPPOPEDT, SHEET27 Rr 166 UT L TO POL11,UTIL TIER,N-1,PTV UNDERGROUND UTILITIES o R£WRD DRRWING N0. DEMOLITION PLAN - 33+00 TO STA 37+50 Ps 0 40' ao STP 874 ❑) I Ra4DELow THE EDISrING PAVEMENT LAVER. - :r�r -,o SAE.I"=40' cn gE1270J D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 CONE-ANISE III V ® ucT DEMOLITION DESCRIPTION DUANTIT4 — aTIoN ' °E IR P REMOVE 0.4oi,s.OMOT PAVEMENT 2933 Sv REMOVE L j— ➢RIVE WAY 68 SY REMOVE _ `•••�• CURB& 1833 SF GUTTER ... ... .... .. m ... ... .. C .. ..,.�. IRSNIIN N PLIE so TE p REMISE 5554 SF N iN PvsE zoo TF p REMOVE l REMISE 135 SF � ---� 1 -- nYe°d+)— dEnxy----,ge°ar)— ri —1 W-- C H ORD RAMP LEOPPR�BT. LEOPARD 57. [No Paw[c,s0.4,T4. REMISE 8" 124 LF G]P. N T �� 4 N - REMOVE 21° VCP 450 LF w w o REMOVE FH 1 EA U U N r r A REMOVE MH 1 EA y A ''SSATS as+ai ao,s no y as.sa.sa.az.sT m 2 -' o 4l. 4 U DEMOLITION PLAN — STA 37+50 TO END III}}0-X w �E �lui W -,o w oW_ DEMOLITION o OE SCR]PT]ON QUANTITY UNIT E REMOVE PAVEMENT 468 Sv a I U REMOVE 0 SV Yea DRIVEWAY {J O REMOVE I m CURB& 148 SF 4 A UITTER I I II g g SIDEWALK 1300 SF o d O Z REMOVE A, @ B V.GZE P. 35 LF _ REMPVC 2 60 LF m n REMOVE 21' 85 LF �Cl g i¢ VCP + REMOVE FH ] EA 1— REMOVE MH 2 EA --k+(aa wsY----nM.'a'a�-- D,,,Sig,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 CONS-ANISE ________ _______ ___ ______________ ® uEi- F7 N 0 � o a I. 1 ii.w ixao 5 il.ao - i,«m is«ao ie«ao iJ«ao �5 ie«m is«ao xo.ao .ao �r�vNk�S xx,ao xl,ao__ r x. N .. `; F f x 3e < t STREET AND STORM KEY MAP ----------1—=------ %l� --------------r—=---------- - r-------------�---- - - - + EOEOP�Ro P�Ro �. � oo .00 lfoo— l«oo ls. I1 1-------------...-- --- --------� z z STREET AND STORM KEY MAP �o a 1 �z NY ® c�Om r woe 1 � �� wtn Ew ap w a >B .O EOP R w +1 j00 ,x ,,.� a V -----I-- �� I -------------- F ---------- — -- ----------------- £� o sNEET 29 a 166 ',. RECORD D(AWINC NO 3 STREET AND STORM KEY MAP t o' STR-874 -- scut:t•-too' C17YEn%EI210J DOcuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 s su ET r N .«-— .,T�,_ NOTEA ENTERINE«l A TRE LIFE E w RE SEOP RO E RE CS OF,RE �!. P6°POSE°n6EE,R0 N°,�s0,°E „— PROPosEO CROS ALINEMENT. -- .,—s-- +S OTRERwAE NOTED AL '"" ---��---- � ,��,�,----�.�,��.,-- — �o--- + AaANOONEOR�AND GREATER NRA�,r LIOP LONE ° m �E M;°P OF STA E, F s° E °R TOR°oR Rr`,AAT EROPOAEO + ++ + + o ABANDONED NES°O NOT NEE°,° ECT ao o s g OTAERwsE O S °�RATON ONTL PROJECT COMPLETION TOR A°°TON L NTERSECTDN ORMATON AEE AAELTA>,TO 4 N ELEAATONA AAOwN ALONG TAE E°IE OF NOT �SOPME��SED w- -�E, N „ 6 �wA ARE ATOWN ON T,45 i .� .Ex�GROUND AT CENTERLINE' REPRESENTSPROFLE TIE Exn CROWN OF °ETALA 142FOR PAVEMENT TE N _ SO n STREET oAND STORM PLAN - BEGIN TO STA 15+00 III}}a¢s sk -. �lui o W w U I—- 0 � E U 11 OR CENTER OE NfEau E*is rear IT cns reow I zs- 1121, zsoo ___---------- — N — _ SON 11 IT Toc�= r 32 Ens Toc IT L er�sT reawPmR No AT °PipTo 1ENUCILLNc(PALL �N o m ,.ee aROP Toc m o zo.ao N o W m JUT TEL —sd RCP.L --l- o�' 0 0 ll} MEM, Q 15 OR 15AO Ens,,a RCP.L_,5L.,0 ,.All12 S �G W 00 - Toll° 11-A Tz+°o "FOR 14+°o "FOR SHEET 30 Rr 166 R£WRD DRRWING N0. STREET AND STORM PROFILE - BEGIN TO STA 15+00 ° 40' 80' STR-874 77 =m SCALE,IT,'=4°. — S GAL cn g EI P70J D,,,Sig,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 All III FA�Er IST 1. a�n ..c,T.FOIEST I—A-1— w�nsp�s,Mrervc,_ g u aaoa.s w�. -rvc�. �oI.aa.vc�e. p"p a s moo,T P�—— — �,�R � All IT . , a sa,a D- IT o oso °,EEIF I 2UNLESS OTIERISSE NOTED,ALL ARIIS TIE WO�oN T-,S„� wNDO '„ OF �, SUBEPARE C&CEP IS MET —.o= EOP =,.SOJECT..�oAT ON I NEED 17 W �N�a E ass PED �oN_ I 4 DUPAT �s N,oA'�oNs"s�ow�sA[ n � �oT�ERw9E PosEo"�` LISTAID.OF DNATVEDWAG oNs�E sPo oN 0o RT ST oo RT s I;2 S TIE FIATLINE' CROW i ww AFF s _ naLIFs.za, :�=o R, oEE SI ,42 FOR PAVEMENT TIE-IN IIETTEI P� 164119`1210 AT saP11,2.�,1 I E 12111 IA. P 19.P.T IN IT PAT 9 PA -NAI � v TF,AND STORM PLAN -STA 15+00 TO STA 19+50 ,��:-, j �IuS o w w �- 25 > E 00 00 0o U PPE ITS IF 21 01 ET 21.14 2ErnE9E��E"r�o�i ET 21,1'IS2 ,0 90. Ews Row ST OFF s 21.14 of SSA,, vreoP roc reT �� ----5 _______ _ Eris aowm—__ _ _ — 24.41 ON uxjl O32 �+ 1. . c�i1 N o 1E o,T 1.,1 uIE I xn z Z a :E aT1,9, p tom + _t< we �oQ 1,1.11 oar OOg� o J�W aeonTo 111.1- n--PA, 7-1 &A 15+0o 10+0o n+Do ,s+0o 11+0o 11+10 00 o SHEET 31 9r 166 R£WRD DWIWMG 10. STREET ANO STORM PROFILE - STA 15+00 TO STA 19+50 o IF 60 ,r�2,-,o STR-874 0'I..6777707777" scue:u -40' rc,g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 s su ET 112 1..=5.311 , 10 Preop__c_2, PROP.s n, _ _,<2,.=Tre=T2=o,. n2,v 12.111.52.10 re re NOTES LENTEa2NE«L' CENTE'L RE TIElAll ST DOW. THE 11 IF THE PROPOSED ALIEET IND 92, 2 + mE" L, STSO THE PROPOSED_SN IF CIPMENT 1 �1r + NOTED.ALL Iry �5 IL 11E ��. s 1„o a 12.10 �<: wTt __ „ %T WO�” 212E oa AT RO M ro _.. s<. 11.32 rm= son=-re:n Aearvoorveo o'o avEe nEiunr Ea�o voseo ° -- f,L---„on, >-- -rocs ----rms , -sons�C--=--HI.m,- m arvEs Do rvoT c IOIE 11.4 vosm Pre rev - ^ COMPLETION 46 C a a_E_w„c a ww �„a Pun a vim. •_w„ e=e. a v� w„a v� 00 o rDD ou N SE MaoRs cr ory ® ro T s s ISTING UNLESS EHERWSE v POW APE a � c 1. , ry �re1 - . 3re1 Tw , zso a POPOSED '.fl wren oM owry ory .. wT so 2021.11 OSF U0.. ow+s.< "IS 11 .. suEE.,as ry �Elll_ GROUND AT CENTERLINE' THE w° e * s THE EX4 caow v_21111 11. IT ATI,21111.1,.12,11 aT SEE Ss 142 FOR aANEMENT TIE-INC.NIIET _ . i 222E�E aEvaESErvT ry E of 1Eavareo sr. 00 _W E vov vol 2 � � v n STREET AND STORM PLAN -STA 19+50 TO STA 24+00 III}}a¢s sk, -.o o �lui o W w U I-11 OR 25.0o 0 r -- -- ExisT aow ITISA NTI z,.ao 11.11. =crvrereurvcITEzass 's.00— _ `c+is reow oa E...0'. ro.oa. U IF 21 IE 21 11.11 NE 1(vcAl ea,a1 J [// ——— — 11.11 ov oc v IOL 11 ----- -'--'--'--- '--'- m E,,a3v � N CE I.,2�.7 uxi3,� - IW 11.77 Asa WON o CT Ts.ao 15,11 N W Q � Q On V' LET C) rear�e xv,a,sago•,v.o„x a1 ov rcv. - o JW¢W a o n R ry.Q ry R,O.oo ,0+so 20+00 21+00 22+00 23+00 24+00 o sr+rrr 32 1r 166 n STREET AND STORM PROFILE - STA 19+50 TO STA 24+00 "..oenw,mc rvo 77,AND 0 40' So' STR-874 SCALE,H,'=40' ccv g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 GAI ",/ —E HET IS TIE nA + 3,.00 0 Fl Ni � sn 21111.aoso orvoTE cervTereL rve(cqCENTERLINE OF TIE LEOPAFD AT ROW. T.AND 02 PROPOSEDPEPSIrvuEry r w,r— �-1 i w,r w1 w,r w1 0 2 THE F EAWISE NOTED,ALL UNLESS o 02 + —e w(1'evl wfe ) E N11 AID(1"c a) Me wl— -.ol,d 11 em wle c+) E.") —— e c a — vrte cv "+ 0 LON .- — 1 4 a 5- corvTaaN. DE COVEP IS To VEPIFI TIAT PaoPosED a , s,1re + AIN DANN D LrvEs Do NOT rvEED To N o<�r rerQ, ---sons reonl - s,o<s^recT, LE-11 s.d �--sons reorE �— �, aErnury m sEamcE Eoa Pao1ECT & z .4 .2 acc IED z q ET ory - 1— M.01 wDawli B�w1i �w1i 1�w1i 1i .4 i wDewC e � i DuanTory UNTIL P OTECT m Eoa ADDITIONAL SECT ERPO TION SEE RETSALON41 TO 46 DE N _ anw APE E4aoPos ATIOPWISE DR ED I DIMENSIONS APE ATOWN ON Da�wAv 1 w„P=s Ew_ "T,21192, AUa 21+5z,D 2911 AT �E Ex��ca0w AA,.+115 s4 211 El 5251 A OF LEDP�D n. =EE 2FEET,42 FOR PAVEMENT TIE-IN DETaL2 — LEDv STREET AND STORM PLAN — STA 24+00 TO STA 28+50 AE'l AA E72o.e1p crus=reow 2, IT z —es.oa. r F.'aw m ---oo. EL 2,.3o Tmo. ccry=[reurv[a(ca2) U E 20.Oo c IE NANTE IL 20.D0 INL 2E [L>>e� A5 IT O ————— —— PROP 12 16IA 12 -- ----- — Muds --- g —————— ———— :�z O Q-) t O N IF IN I-A �z 1 Q 5.00 A- w CC O '� O W + m rwcC O Preop.z recvo � .2=eoo.e,si=o. ��W I EL P.2 ems.2-115.15.n-o.T,x W g R �x Go SHEFEE 33 A, 166 6 24+00 25+0028+OD 21+00 28+OD 28+50 0 o RECORD ORNWINC NO 0 40' so' STR-874 STREET AND STORM PROFILE - STA 24+00 TO STA 28+50 _ sru�,>.1 SIAELE,IT =40' p E 12 103 DO &M,Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 2so' SPE 30-0 P RAPS 1 �,OA�, N , za a: 11, I�T�,A ET E ST ROW, "IFTIseIT TRECENOC OF TRE IE PR°PORE°WRFC, IND T O a Ox R ON E�OTRERwRE NOTED _ _ + _ _ _ — T — FREE ILL R AND GREATER ARROTr —na, -- w22 BE GROUT FILLED.50 LONG —noE, —so,e �T> F + + ° LLIST PROPOSED �4a a'T4 EL,6 GHIEFR4NNP40'NTl`DpLTNEl DO NOT NEED TO ;7E P �,. ED EL 3 so N °N w w °°RA�o° TOCst N LEV4T.T°N .SSN ALON ROMP2 °N s ROW AP NR R TO 4R N IENPI E EDGE OF ° � ROTE ARE n°TAFRwRE w, POSED 6 NR°NR ARE SHOWN ON �1 2 11 e Esss TAPA a _ n�R°w l TT GO �� OR PAAEMEN TIE-IN OETA2R roN'FEARE MEG REPRESENTS _ THE EH H WLL B THE FOR f ANp GUTTER SHCH wu RE BAD FOR 2 sEPARATELv REE sREET i4z EOR U o� 'ceNcaETE rnRDAN cAP oETA� o 2. CSLGe Q, n STREET AND STORM PLAN - STA 28+50 TO STA 33+00 LL DO ,i00. �l x0 IPI CO �21EO OF, E EE I'M— T EE zo.RO IPI III eo 00. 11 cENIExuNNE(Eaq EE zi.za U IF z0.00 — ——. � xT�7 w GEN—LANN ST _ —_-— 20.00 FIT 11 EE sss o zw Rr o VA 31,23 N Mp 2267, x�e' MP '61: am Es.sa ZE + -_—__— ~ClZ cn¢ �Qm , + 'Ez �g� o 0.00 RROR•: , n RCR,s-Wass.v.aaix 10 J�W ROI 12 L-31. �D IS g SHEET 34 ar 166 FEB.,11 00 20+10 29+00 r P N 32+00 311FR 0 40' 80' STR-874 STREETO AND STORM PROFILE- STA 28+50 TO STA 33+00 - SCALE,H 1'=40' EcE g E1210J D,,,Sig,Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 _—S SHEi p� ® WpYLi NO 4carica2si[sn¢tw P.n d/ A wv. Ti F `mel PROP s m0 sr Lr srw T ' —s a,aactl Lr s a2 ws� NOTES: THE CENTERLINE(CL)Is THE t: a0ix mins x WO CEN TERUNE OF THE EEOP O Si b. stw], —W— THE CL OF THE PROPOSED STREET,AND o z wq—w z wq—w z c»w z wq— �z wq—wnz c q zwc wnz z wq— py50 THE PROPOSED CROWN-DNNENI p PROP Ja'Nw _ �__ _ _ __ I— I^MI 2 UNI£55 OTHERWSE NOIEO ALL re+j 0 µys ST. — �� ? Ltuvwiu 5 Iitt s �� + PBPNOONED 9"AND GREATER GMNTY MI em'a tmE A' nel A� ]1r00 MI PIP ES WILL RE GROUT Fl—SO LONG — _ --b _� < AS THEYE E I' SO MEL TOP OF �j L ]. CONTRACTOR TO NERFY TI1Ai PROPOSEDDON5 PROPOSED,a'Rv PROPOSED n•xP n W =14 NmSEWCEUNESOMR PROJECT ro a w A wry c�—wrva wq—� E4Yx TNM as Otl nr •• ',. "Y = DURATION UNTIL PROJECT CONPLLTON. FOR AODTIONPE INTERSECTION NFORLIATION SEE SHEET 41 i0 4a 41 5 FIEVATIONS SHOWN AUSNG THE EDGE OF O .. .. .. ` ROW PRE EXISTING UNI-ESS OTHERWISE 7 NOTED AS PROPOSED w a. DRIF DIMENSIONS PRE SHOWN ON ss rw},,,1d5 .]}Rr sa srda aiss RT )STA SHEET"EXIST G145 ROUND AT CENIERUNE"N THE inn Jan m ]B.es 50 PROFlEE REPRESENTS THE EXIST CROWN 'a OF EEOPM ST. stw .7.22..m 9. SEE SHEET 142 FOR PAVEMENT TIE-IN ~ '.. DETaLs. N .Z STREET AND STORM PUN -STA 33+00 TO STA 37+50 c N v ems ws recw s. ¢ urlllll'', a¢a rn sp Sl,]AOq ai 20 O0• [x si cxouxo a. ¢aom' rrMERJxE(Eo9 IGIV 3 p X aDP clwu r PRv roc Lr�—— —"—" zo.oa twux � U 20.0 o � Pxm roc Rr � T � o U v 0 I-RA"E'... A4Nd;11JO Ort 15,0 N n �r+i HXL EM1M �EnN OM WOo a ,000 ,00 i—�o LNeO' ON nor u`w,r.tasm,a.Ddu ��y a mJs 4r OCR.r.tw.ay.er N. O 0 z Q�5 a dN g p =a SNEsl85 DT 166 _ _ .` 6 R R R e xECOxo DR,Irom em s s.oeG 1080. STR-874 33+M MSTREET AND STORM}sPROFILE -STA 33+00 TO STA 37+5000 s7.oa 37 9 3 —E:H -40 E b PROECr/Lulu DocUSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 COVOxGNlY SM2i ® M1NYLi N0. II 7�7 TES INOTHE CENTERLINE(CL)5 THE CENTERLNE OF THE_EOPARD T ROIX. PROPOSED CROWNSAUG ENT. OF 1HE ���� h n•ou — >— ---- -- GE — — — ---� I----�� — + Z. ISE NOTED.ALL ABANDONED BW AND GREATER ORANTY naD srRE o sr.f M m 1Br00 RT -�� 1r00 AS THEY ARE PIP WILL SV FRO TOGMUT P OFBSUBGNRADE -------- +._ _ _ CONTRACTORETo VERIFY THAI PROPOSED 5 O N W RENNNO IN SEWCENED LIN.DMR PROJECT iO STI]RSO.Oe.255tl RT mDlnsLn�.RCP = DURATION UNTIL PROJECT COMPLETION. 4. FOR ADDITIONAL—SECTION INFORMATION SEE SHEET 41 TO 4B F �A Tye B. F 5. ELEVATIONS SHOWN NBNO THE EDGE OF Ta 4tr14N ROW ARE EXISTING UNLESS OTHERWISE NOTED AS PROPOSED 8. DRI E OMENS6NS ARE SHOWN ON SHEET 145 'EXIST GROUND AT CENTERLINE"IN THE PRORLE REPRESENTS THE EXIST CROWN OF LEOPND� 4T.+ B. SEE SHEET 1]FOR PAVEMENT TIE-IN a4 w DETAILS. a v n STREET AND STORM PUN-STA 37+50 TO STA 42+00 r•°mu', a °G: IIiII13 okx U e rnNE RtmU cEERD 2D.Do p V wav is RT � ~ M 1100.11.OD mtDXU.EE(Poy xis aow L, PROP 7Y OM I1PE•A'W/10 WM AM ao IN A64 tS Do I IN AA O�p C,n asRs ��2o ina �0 Awa D �DDo a�N~ w�+ PROP a,t.ins0,sL-b.vR -- ��o, I a .ROP«•1ICP.L-ssaer..,.BxJE Q� Z a g OL L 5,00 =a sNE>:r36 Br 166 -50 SB+Do 5 L+ 4D+Do 4"M 42Do D •� RECP40 Oft1WMC IY0. STREET AND STORM PROFILE-STA 37+50 TO STA 42+00 G BO s STR-874 SCALE:H -40 OTY PROYC!/EI21pT D,,,S,g,Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 COYMYGNlY SM2i s ,m ® ANYLi NO. x I II w M SII Cr p- NOTES. ~ �; L. .. .. .. I CENTERUNE OFETHEL)IS THE _EOPMO Si ROW. vb�J THE CL OF THE PROPOSED STREET,AND "-,--- ppp, PL50 THE PROPOSED CROWN P NMENT. STA., o.1911 Li ] UNLESS OTHERWISE NOTED A OP1-- Iwo dO Powm sT�A,9,89u --1 -------rt'e^I --1ro)----ysv1 =WWq LL +C PBANDONED B'AND OR D—TY 1FDPNb n E PIP ES WILL BE GROUT—SO LONG N up REEF AS THEY PRE 1 FROM RIP OF �a9 I\ _. '. — w+.tir'wvol +ns^rem> ww:ss^remI �Sres--- sr.sPl sa.snl - tae avl SUBGRPDE OMR S MET. PMP -- '- -PmP t -� ]. CONTRACTOR TO NERFY 1HAi PROPOSED PoaPovn 1R R 9 9Ta,zn94' B NDDNm MNEB DD MGT MEED ro c RFNNN N SERv1CC FOR PROJECT W plppp501 w'RCP R1.I1'RT / DURARON UNTIL PROJECT COMPIERON. Z 191 4 FOR ADDRONPL INTERSECTION NFORMARON SEE SHEET 41 i0 18. un.9 5 FIEVARONS SHGWN AEDNG THE EDGE OF I. ROW f PRE EXISTING UNLESS OTHERWISE NOTED AS PROPOSED g B SHEw I�ET145 DIMENSIONS PRE SHOWN ON wM ]— "`T wwla vcn w,vrt o w2 wni wrm'v�n)� xwe ucvt w+rte rra xwt�r. PoSm u'RCP tr . S X.,1r59.1A.19.]1'5'O-RI ) MI GROUND AT CENTERLINE'IN THE s0. Rt PR PROFlEE REPRESENTS THE EXIST CROWN 'ISIOF EST.I B SEE SHDETNLS.EET�142 FOR PAYEMENi RE-IN ILII ~ L y h Z x 9 I mR s v a STREET AND STORM PUN-STA 42+00 TO STA END STA END N•,"`VIII', CL¢a, STA V�e •1 O.1S.w rexlw�OiHE(Pa) T 15.00 - 15.00 U g � � Exis crecurvo n* RM M M • 111 _.._.._.._.._.. N + oa EM19 -=pW.V�alN u O'Q N O � a s 0 yTy 00 �a Q�5 =w POPa g 9RCR M'RCP.1=9.w. b dp sL--0n s E,-, 7 o4,00 45,00 44,00 45,00 4e 0 41,STREETAND STORM PROMS-STA 42+00 TO STA END STA 43+75 D° 1080'�"� •10BCPLE:Hv 1"- DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 aS � aS nS <S PPO N 6 iS is rPre io iS vre v as iN 'ourvs [R N - P'Sp PS Plop IS 11 xi 7R CG (2' sz)w •y S lops o 2 -so -no -zo o zS nS so no zS o zS w $ U STA 16+42.78 STA 19+21.47 LL �lut o W w > E U Z ao aS aS <S �O N O � �ON own 0o S IS 11 Z 0 eo zS s IM uHe io aS iS o OW g PloP 11 ME Ip P'Sp 1'2 o PRo 1'IPP COIT Pp COPB MM. S S ��� (��ad'R. -aS -20 STA 216+54.20 zS a6 -ao -20 STA 23+36.97 zS a6 o SHEET 38 a 16666 o STR-874 cc'g EI DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 N"M E7 El6 io o iN[ io 1 io - wa G vR lv e c wiw f,R�a�R,. o a7 PISP I S1. 2 no zo o zo no so no zo o zo w so $ U STA 26+03.17 STA 28+56.59 LL— �lut o W w > E U Z ao ao ao <o o O N 0 ��N 0 IS IS IS 30 eoo zS urve W¢ �aE Rry a�w '���-7- P, �gZ o uRoP Ps IS z c� Pao 71.P 1- "l°11a, -` 11) —' w -sS -aS -20 STA 31A+23.27 zo ao so -ao z0 STA 33+32.07 20 6p SHEET 39 a 166 STR-874 ccT g E12103 DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 E 6 zo uNE 20 O"wai[a�u v zo .„. (�Ro sem 2 no zo o zo no no zo o zo w $ U STA 36+00.06 STA 39+DO LL �lut o W w > E U ZE N zo W�� o n i O j 3 aow N OOgQt-io -io JAW o -ao -zo zo STA 42+42.89 ao SHEET 40 of 166 STR-874 cc-g E12103 D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 LEGEND:EL-All- ® ucrr NOTES: w x FaoESS�,'E LEFEE sR« '1 OEF'NTI 11EE Q RF SRR�o TIE TOP OF z a;a, LT Ns,AN MEM_ Q x o Xwq X.. oa�o.oN RSP N oa A,oN. X099 F X>9 X2�o Xoy, XFa X aA ,s.s, LT2 41 41 2 31.so S � LEOPARD ST. x a U m aQ icov<reo IT,a Ilii o w w o0 �~E U ��NCc stn Cc 0 Q o LWLi C �Om rOz W Q r W W W U Ogg o f INTERS'EECTION LAYOUT — STILMAN AVENUE JQ W Wai - 2 sear 41 A,16 6 o RECORD DRAWING NO 0 20 So STR-874 SCALE,1 =20' �'E12I03 D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 x` x`m x' LEGEND: �X X Aeo L o PN9�10N EL-arereow x: x_ NOTES220 _ N aoDo FaoILEOPHE EFE0 l'ENf'EILL NFEFIETI,IE . EF—A ARB TIE TOP of LU I '�oa 2ALI'�11 4aSI LT ° 2111?11, LT �y°1 LU I All 3 ------ -- ------- 2,RJo -- 00 1:00 LT ass ��sz oas LEOPARD ST. M= 89. \ in — 2o+ + Ilii o x w �~o E U Z o OO �m O � O� �ON Cc Q o w C rOz W Q r W O WWW Ogg o INTERSECTION LAYOUT - PEABODY AVENUE JQ W -Was sru� -E 2 seEEE 42 A,1 66 o RECORD DRPWINC NO 0 20 So STR-874 SCALE,1 =20' n d E 12 103 DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 LEGEND: ow All- �/ as.az o oem ory 'LESS aao seen �. c0e. sores CR rez4� °' a ee*ee/ TIE EF re of—A F— TIE TOP o re Ro E'E' X o5 02 �* `_ 0 3.re[rcre*o wren reouv onn/sreccrs ae K 5 AOR/�D*oNu RPMP N�ORIAA�ON. 24, 3 a oa �rz 5 z 11 Os LT }sos}re os „re A o o 1 LEOPARD ST. I2111116—, w x /EOPoreR s s � L o (4:5 k w — —� — — Ili((” 21 2 o: o � E V a �O C � Q INTERSECTION LAYOUT - KENNEDY AVENUE o z W" scvc -zo �— Lr g W Q r W o mow Ogg o JAW seEE 43 Ar 16 6 o RECORD DRAWING NO 0 zo So STR-874 SCALE 1 =20' n d E 12 103 D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 LEGEND:EL-All- ® ucrT / NOTES: t Tao LEOP�o sRE E'EN.ERLONE =,IE IEN �sT�°� o—MEM.F—TIE kELI °T SRR—TIE TRP°F x"�� os L, �� RSP�NF°°.A,�°N R° V X X o ,gem >,°o x 1�1'�1,11,96.9, LT - 2" 118^ 1 4A -- ML 1T1'.-�,s LT v LEO,P/ARD ST. z,U � Ilii o W w oP °sT e E z o :�zo o�Lo �x 00 ULr WCc �¢ W Q INTERSECTION LAYOUT — LEXINGTON AVENUE Ogg o JAW seEEE 44 °r 16 6 o RECORD DRAWING NO 0 20 So STR-874 SCALE 1 =20' n d E 12 103 DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 n.,s XFo6a �rye"s pNSTON / ® uECr 1414 sa.33�T is 10 / s D 3e.,,e, ,e5, m e�oo o a � i ww P LEOPARD ST. � x a LEePAao s.e � m aQ 111,11,11. 1-1 ITE Eese Eo so E,.,' aoEoSo � zo s, �a as Ea.90 ------ — ------------------- 4 50 Q-)O 455 O 16 ��N oz 14 1 \Mq �� asso LEGEND: z Q ass � 4so� =woo �r NOTES_ k ~ S _ snioN EreoMLEoZEl NEE,cEHrereuHE- swzE o �' TE '-1 c' o "� � 41 ME I roa mo���oNu eunP mmaENI oN g Q _ sHEE 45 A,166 RECORD DRAW INC NO n INTERSECTION LAYOUT — N. PORT AVENUE 0 20 40 '.,_m STP-874 SCALE:, =20m d E 12 103 D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 LEGEND:FLOW ARROW ® ucrF nrvs.ary NOTES: N aaA�aa�l IF .P AF N F— 00o eax s,FOR�oO�a�,%D��o5 FFTo5„ TFII fly LUL),=6 aEFEa.A�AaaP oE.ALEE.a,A 1-1 29 LU ee J - —1. 23 —11 LT — 87 ��� 1-1 i LT mp 00 .C=00 LEOPARD ST. LEOPAao s,e� o1,0 w = a �m a !! ¢P Illioww 00 1 0o za 0 E ,ass a,a _ o � U n 1141, 1' IF �a.ar 11 20 of .3,F3 21 z Q 641 10 �w O W Cc ee N z owUm Ow LU kC, mgr a9 ss a. rlsinorl N LU Ogg o INTERSECTION LAYOUT - LESTER STREET JQ W W mss,-zo 2 serrr46 or�66 o RECORD DRAWING NO 0 20 So STR-874 SCALE,1 =20' �'E12I03 D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 ® uECT N LEGEND ae.s� N .nese NOTESR— Flow aaaow N . s.sa s wzF 0 '^ aD'ALEOONooT creT v or vnvcm�v� 24 - e zv 26 s1 Fore IDITioNu 1111 DEIiNrolr�nFioN.11•"reu �e o �LLo m re a 1 w w LEOPARD S7. U IT �1P— Il5 o w w 211111 lll� 12-11 E U w e b z w r 20 2 .is ea of NM N o r N'�T�oN INTERSECTION LAYOUT — DOSS STREET JQ W sruF -11 2 sear 47 A,16 6 o RECORD DRAWING NO 0 20 So STR-874 SCALE:1 =20' �'E12I03 DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 0 0 N#N#N#N#N#N# uECT NOTES: N N N x ax 7-E—LE x a o s ao LTwso .ER� -�'----- -- - -- - O E �_ LEOPARD ST. LEOPARD ST. of 111E PITERN LEOPARD ST. U TYPE 2 ADA RAMP DETAIL s�YP��-�o TE 2 TYPE ADA RAMP DETAIL 8 ADA RAMP DETAIL III R Q�, � �� v LLI N ' N N o z :�z o 0 = opo w ..��PP r� a na P.� T N o > P C, a sa a ss.os..o.El Cc z — O asa 21.11,9.36.00 LTr REmP, w crea[ow reoMP� _ oErER,�EE P<TrereH T<�.ao sa.ao�o ET ��� I m C,g um�N LEOPARD ST. oETECTae�E PaT,EreN LEOPARD ST. LEOPARD ST. seEEE48 a 166 RfCORD DRNWINC NO �a1 TYPE 8 ADA RAMP DETAIL TYPE 6 ADA RAMP DETAIL n TYPE 9 ADA RAMP DETAIL TY -a T�� STR-874 - rc�d E12103 D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 0 ® 0 ® 0 NOTES: ree(moo 1-1-is a sPao �o 1-19,_ l E,.,22, x�M — — — — EPa Ts � t s az o EEPA„Ea” 1-E-1-.36.6= j 111.111, IT 'lop m LEOPARD ST. w u - SD oE,m„a,E PaTEe" L ti�w v K LEOPARD ST. LEOPARD ST. _ U TYPE 2 ADA RAMP DETAIL ESYPE�-�o TE 2 ADA RAMP DETAIL TYPE 2 ADA RAMP DETAIL III R Q�, 11 a,.9>>,s N N N 111TE11Z Cl P,P EOE,„ C N O� I IM 21--opoE,E�„��P<TER” ofEll—E PATER .E. ., ��E P<„�R”LEOPARD STsHrrr 49 or 16 6 o RfCORD DRNWINC NO n TYPE 2 ADA RAMP DETAIL TYPE 6 ADA RAMP DETAIL n TYPE 2 ADA RAMP DETAIL roof,`�R ESE `�R10 20 STR-874 rcP d E12103 D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 / 0 0 NOTES: IlEll IERP FED 11re°(ABA RAMP)'is _ -CORCRETE CORE _ LEOPAD ST. RTaeTe PATTERN sTA m.o1Te.so ss IT/ _ \ A 111Pl,Pl.11,/11 IT ° IT A(. A.,P) / IT ream<,A,P� -1,11ITEa> >�4 Q � TYPE 6 ADA RAMP DETAIL TYPE 1 ADA RAMP DETAIL TYPE W -,6 o P DETAIL ADA RAMIII RQ'a �lii�o w w ® 0 ® ® U E N N N / LEOPARD ST. LEOPARD ST. z v �O o oErEOAeLE—EIR - O z uAx �N • Cc Q' ITA Es 1EeT PIMA m LEOPARD ST. TT c o m QO uree'A°A RETECTAB LE--- TS �C� m a ITA, z„esI1., B* .7x M< AAAA Ex M - sA"—A”aaso P �e.as g °xM �Qw o 2,-saw IT CURB(ABA RAMP) -- 5 ,.1111 IT sTA.as.zs.zo.ae.zs R, serrr50 or 166 RfCORD DRNWINC NO TYPE 2 ADA RAMP DETAIL TYPE 2 ADA RAMP DETAIL n TYPE 2 ADA RAMP DETAIL TY `A TSE STR-874 rc�d E12103 D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 0 0 0 NOTES: LEOPARD ST. ® LEOPARD ST. ® LEOPARD ST. ® -' N N N -0o Oo I IIE,o� 11111E 4 w w EETEITELE—E —— —— —— oTTT�T�TT PATTTRN IET«TE�E—E 0� — ---- — T,O.� - RE,IIM �� — — — — 1 FLIE TYPE 1 ADA RAMP DETAIL ADA RAMP DETAIL r� TYPE 1 ADA RAMP DETAIL R Q a TYPEE-1 I �o W -,o �liiII�o w w ® ® ® U E N N N :�zo� �T,o� � o 0 0 � I oo ---------J '---------- ------' ow Nom � p�om �o ��reao�A wwP� "ElE.1.1) —1 omE���E P„TTER„ o m sTa ae.es Ta sz ooFIIE w w ao.as ea zsoo TT �� �g� �� �2w o Nom � allom a LEOPARD ST. �������o<T,ERH oe ec asp as`a” LEOPARD ST. LEOPARD ST. serrr51 or 166 TYPE 1 ADA RAMP DETAIL o arco6o oreaenNC No erz TYPE 8 ADA RAMP DETAIL rz3 TYPE 8 ADA RAMP DETAIL sm,�, �,�., � T��,-,o STR-874 - rc�d E12103 DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 0 0 NOTES: IlEll III FED 11ree 1—IPMIl-is E—El- IPI III lEIE-Ell a -C—PETE COPE 111e1,e211.11 IT 1= N N LEOPARD ST. F � Nom 0 Ta, � oETEcTEELEaanEa 0 - FLIE 1� 11.19 R s o — „EaN 1 ��Ra1 "',E EEIEEPPE�E AMP, LEOPARD ST. 2 U TYPE 1 ADA RAMP DETAIL TYPE 6 ADA RAMP DETAIL III � E U ZO o O O W Cc - o BZW m Ogg o JAW o a seEE52 1r 166 RECORD DRPWINC NO 0 10 20 STP-874 rc,d E12103 D,,,SigD Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 I� ru m�E���PAGE IDER4 NGIES uCEi ATT n §� n � n� a� aQ ;w wr wrt��vw urm�owm[xa�rwm n a�3m rs¢w�ot%w c oaAxim w�wrnmE. �, TYPICAL BUS PAD PLAN VIEW :� ro .. e _ ° II III I IIIiFIiII I_IEIIIIiII IIIII1II IIIIITIIIII III ""w""'a .,, IIII iIIIII�II =III—II our z CONCRETE BUS PAD SECTION DiAecnF _ C.rIlllui p W w s. 0 nSHELTER PAD STRIPING DETAILI Lw � E 3 LONGITUDINAL JOINT LAYOUT �M1waw.. CONCRETE SHELTER PAD SECTION(RTA) o¢Ny wo �7 a CLNa v N sHEET 53 a 166 R£WRD DRRWING N0. s TYPICAL PAVEMENT REPAIR PLAN VIEW � �RE*8NSION JOINT FILLER STR-874 E_ - ' c, En%E12103 D,,,Sig,Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 LL ' LLl `I ¢ Z� -lip a N _ LEOPARD ST. - - -r _ - - - -- - - - - - - - - + LEOPARD ST. N -I - - - - - - - - - - - - - LEOPARD ST. - - - - - - - a n------------- ------------- ------=-=- ----- ------------- WATER AND WASTEWATER PLAN KEY w s�/E,-/00 N - � +6 __5_ N +s9 a1 LLUHA Ubl. i LEOPARD ST. - - - - -LEOPARD ST. W o a5 V o o I-------------L- �7 n WATER AND WASTEWATER PLAN KEY / W SSPE,-,oo _______________ — _______ ppm �w D Q CL ¢� + a J I Q o M - - - Op a F LEOPARDST. aoT LE_OPAR_D ST. +s,oo �- Jgw � dW o� ti I m O a _ _______ __ __ ____I _ ___ swrrr54 or 166 o RECORD DWIWINC NO n WATER AND WASTEWATER PLAN KEY STR-874 - SCALE:1 100 r,g E1210J D,,,Sig,Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 CONSULT P_YC7 NO MP 12'M OIW N 0 NOTE: I. THE CENTERUNE(CL)S THE CENTERLINE 0 OF THE UEOPPRO STREET ROW,THE CL OF ,�]e]6,26 m yws THEPROPOSED STREET,PND ALSO THE PPoPOSEO CROWN AL GNNENT `..`. 2. PLL EXISTING UNDERGROUND URLIRES i0 , BE AEUNDONEO IN PIME ANO GROUT FU_E.UNU3 OTHERWISE NOTED.FIRE O HYDRANTS AND ALL..I— RED, MPURTENCES SHILL BE RMMEO. h 3. TEN CARE SHA BE TAREN WHEN EXPOSING I1 00. 12100.. I]t00 1,100 E%STING AND IRO SED—RUNES TO 1 ISE` -0 LUKS AND ONJALES DUE r0 i - oxrorwa•,ry - ---F NBRP110N OR LOSS OF SUPMRL THE IN CON-SHIEPHAll BE RESPONSIBU:FOR W REPNR NG MY S AND_ES N - ROItl50]e'PoC Sw - -IV CAL ZEDN BY HIS ACTIONS AT HIS OWN EDR4. K 3NEW AND EXISTING CE UT ""_ - •_ _•• •• ••- - '•- - •• •'..- BEEATURE 5 NEW D E%SRNG OF 8 HALL A NNNUN I v e'MsT i a[z ws/ — ' NCHES. ��2 w� 71 usI ( i (C cROR I� 6 B EX SROSOS�C FRANCHISE TIUT5. SEE UEGEND SHEET 8 MR ICS MET 0 8. PR ED figtl58 8. P11 ERSTNG WATER WIDE BOXES,WA _ NEVER BOXES AND DAS VALVE BOXES THAT ; PRE TO RE1 N SHA BE AOJUSTEO r0 K / FINISHED GRADE. _ WATER AND WASTEWATER PLAN-BEGIN TO STA 15+00N•p'�"°illll', Q�, °GIIIII13oww w > E ti U Da 30 —El r Woum 2 + 1 11 ITIll za ------110�.e-*A,,.azo ----------------- _9 l: —ewsr I�6.n - zo WUZ 3DO sa.s.EE= BTo � P E- WP.�R °° E� °-El11.11� isa C I2 ai ow e6w srA I,.e o 3 O aow rxis a sore ww(°0„) Exs e 45 eERO sn,CsacS �mp 6 Pvt Yx ID a E� 5 BAR wW res-,,, 62 R 21 10R & sr.6 M SH e:c+NN b M UR pp € B]cr NN q swcer 55 ai 186 10+50 11+00 11+50 12+00 13+50 13+00 I]+50 1,+00 14+50 15+00 CORD DRnWING Aro. z WATER AND WASTEWATER PROFILE-BEGIN STA 15+00 0 10 80. R STR-874 w SCALE:H I -w - cc/p EI210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 —El Preop�wc,c �r p, s*n,s.ae s IL caoo PROP, wrIEPAIE 11DE 4 '1,s+z,_s.1012 11 END as ••., �s N op,2 P�caDA remE MI �� I a,1.11D. I DEND E1EMEreEreE DE,reE , 12 DP 0 saE Row,aE cE AE,aE PaoPre�o (.ws) ,z csoo PIC na 1.,a}a Do . nre1 a"D�,HE PDEPPIEP 11o� z ILL —rea DreDEreDreD0re0 D,E,E=,a reE o(, �I 00 E0 P—E BID�0�E ED E� ED �, , a�, BID PaDPo EED-ILIDE=To�D EE oP res EreP" ROP z-- -- ILL 00 BDD �DPPET D'Laa + + 'E'—DD a wIE0� BGLFE PK D 00 100_.� — �� a �F, cP,�.-- ,_, a=�D�L A � E1111E ETIE DE o reDre�Ma<x I��1EEaR�1E D��Ere ILL � a PEreO DEw D CLELD �ETv reg 1�s Da E �Ery = I 1'00 M a� DPDPED slA(ES P Ego) , nDa4 a�, Da4 a� n°aa a� a4 =EE EE�E�D PaEE DEME�,DreEa�o�I 4 a<EE,s�O E.E=aRE,0aEMa� � W Po=Ere a PK W „,P1re ESED , ,D _ re re _, E PaDPO=ED wa,Ea DIE BE �oo 2 E �y X_ B—IElE n 72 — � r va aEMa�PaELE BE BLaDSED TA E�PaED—LE Lz IED D.are1 DPDD e 1 use a. DP09Eo 6 P� 1 CTa—112E22 IT MreE.N1 , Preop�E ,reE D� PDOD TYPE FILE—APLI ,. rsIE—y 92 2 n WATER AND WASTEWATER PLAN-STA 15+00 TO STA 19+50 0 III 0- W, —40 lu Q, U I—- B. 0 ELL > U 2-1 IT 3I PIAP 12 'EE aoaosEO Mu No.s 2150 1 .use m o Z P_ , . ,,,.s ��N rea PaoP,z IE re vuvE s,a,5111,1 P'APE,ED 111 0 Mu-1(a'Dia s III— PaDPosFD MD ND.s( Diu LF 1-3 DEEP—IDD IED 12 PIl 11.1 24 LF z —— — _ oP, — — — _ —T oP wa,s PIEDP s,a,P�,e3 0 DEEP 12' P ,r „ « DEEP 2-PIMI TEE ITE 11111,12 DP , asn—rs>_, �i-ate a�aE ��" o a1 L LIPS 11 sEreesue o�ss 4zap- - ena�sca e moz .s o g e.-ssso E. , P re1.11 LF Pre , . PDPDSED rei i 1112211 W PreOP,i. 1H0 57<,0,.3.Es PROP,z as DIMI BEND s*a,esssi P iz 4s Dina DEND sa 11121 22 - a PlIP 12-DIP IDEAL I'— LF 15+00 1 1+s0 16+ao —10 17+00 17+10 ,a+ao —10 16+ao —10 SHEET 56 If 166 o R£WRD DRRWING N0. WATER AND WASTEWATER PROFILE-STA 15+00 TO STA 19+50 ° 40' 80 STR-874 ��,..=40 SCALE,H,'=40. - C,g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 CONSULT— PrtOP I PROP I s•,a pw�xO srw Is vtsO es,sT sl'T' 0 m i 0 9,Er P a'Pvc MAP 12 O1p vaW nEts Ow TEE e R^E 1xE e m Er N s.00 HmE m..211 71S....ET X.la•P`Z HE E Map 12TUP Prt�la P<mOO s.mtO,� lea,er ; PROP la•OP 9POW HE E a PROP 12 P OmO MAP la m 9m 1.4E--..E,W RE OE Mr E OP,RE PPoP la•OP 9POW MaS_. IeOPMO 9OEer rtOx.IE W OP Ixe MAPOam w, s MO ~E�O O OxuM a. O�11.a�oair^ .�— N wale' a) p O..SE WOM..MSNIHIS u1D— �} r1. Po CME 9H.El_BE luEll..EVPo4xt E..].. Sie M0 PImP05E rveTVLx6 m—Outs oat WE N NRMRm OR m55 K WPPoRf 3o�m' firm na tet a3tm. a,1N TOE mxrrtcrort snuff s rtESPmsele frn _ cE �.._ + _ IEsuaxc MV IE.xs Mo naaxEs nLsm ev xrs O.wa� r^' mites sEME ee.. c m PrtaP Pet o acyl=,m��w --0.acs—s0(-acs—m- 0;—s01aa acs—�— [�acal W xeu.,x^e.Rnxa unlet Pu i UP sPom nea i xxwH oP le wI o I.Pve sM Ixvosm a Pvc sM =s.see IeoExo sneer e ret m..—anon F 'x e a uE ro Imux 1. 91a.rte o.m�ro m mMe PROPo m _ R H� RE M 9m 2e .w x rt e rtO.9 w�rt xeRR PIP—E IsEseer Y, euar 1e .m rtr TO PRaPOSEO a Pvc zw � Wk Rre Pc xo e, PROP I•wet smw1 Rr ' sEE 10E .E asAY Rr I 1^ fPOP sER.78 RT STA mt,Im]aM RT V) v WATER AN D WASTEWATER PLAN-STA 19+50 TO STA 24+00 H•"°illll', `^ "GIIII13oWw 0 E P la t � MAP is P.c mm 3s.i U 3 N.M.'s .axsO Rr P—la m rtr vwee sre mtT]n ac .32 MAP I E IN 1105 la o�P sPmLP—S.1 T(:cu,7 IE IN 1125 ux xos t.' �is c9ooxO morosen un xO. w xc PPoP N. IROP 12PVC M..TMAP 20 V 3+ PrtaP le-rtrP o W _ e sn.v PROP le USA' EllTll IP 12'MAP m .:azow SEW m e.: Is ac r rel 7. PIP PIP I:UPm MAP ar mra m+ae.ea RPPoEE "P PROP I: i PwP a RP PeWwe aee rtalartrtPomPsaaw ma^9 a t RW ^R SPoWE �rPPoP : � a] 5« PROP & ae a 3,37.95 —PI Q o 19,50 20+00 20,50 21,00 21+50 22+00 22+50 23+00 2]+50 2,+00 SHEET 57 0f 166 z WATER AND WASTEWATER PROFILE-STA 19+50 TO STA 24+00 0 10, 80 reccSTR—87 4 0 SCPLE:H cc;p E1210J D—Sn,Envelope ID 93524C8C9BAD404&A46F-3BB5850B76E8 s su Ei ��' aw vm wi�f a PxaP 13•P.K Nee �e s cr Px o s e Z2 iiv /i cvw sre i �1e• o N ' �aP 1 aP —E PSP 1e•P� xaaere e,we :�" a= Pxre 1i Pvc csoa m n1c xmlwr usEaecv p o a°xCal �....." z ia1TME cFNisLxE(CQ i5 ME cFNimuxE aF ME smm oxo EZ'E vaavosEo TMrnoi ro� + aP sPooc nem _ _ Pxre 1z Pvg MO Pxo •Prc E.. 1uP 1r or sPaac PEm _._'�^z _. am. E xa,.ME xM%-KKo su NIaO Plro r P.r nao 35wa pp .smwnn eminlExa«se s1w.SE xaom tt >ewa Ilya c+ie slat eE iKKEx x1EN E-MG Exrsnxc �.._ R reu re.c.wA. _ Irn x E u re c aw.cEs o1c ro xennnax an Loss ar samom rnE coxmnax m•„eE xEs•axe�Pax xEPax xc.xr luxs as oaucss cwsn er s o(u xc�—so(az xcP�—so(az xc�—so(az xc� ,io(az RCP)—• soca xcP)—sio(az xcP)—so(az xc�—sio(az xcP�—so(az a) .moxa er ns wx CI—CE�?. xaazaxix a.Coca cicw.wcE ar.szN a. . , e e Pax�x xa sE nul 11.1,a. i PxoPosm a P,c sax ."" �E 1. ,xaa a�,EKK 1a�,nax. .�.P1raPaeEa w,Fx m",eE P<Baa a a. PxaPaem a Ea exa.SE P a mx ITS — 'M. a.Eas x w x w�ears x x max 2—In aox a aKK a E I x r IE I R— I enui eE e,Lusreo m xx enm cxea � I m Ea�v/e aeE.)10 su. 01. ,a«,o.o xr Gr PxaP me 1 ME xmxexr zss PxoP,.PE 1�E n,sxKKr.� '; � o V v WATER AN D WASTEWATER PLAN-STA 24+00 TO STA 28+50 N•"°illll', `^ "GIIII13oWw o a E I— U so w + Mxr xo.s I. zo is creaurvo PxaP cxwxo I—`ES. xn + —111El 12 2----- _ -- --- --------- -- E� 111 Vf~> ----- -- oOj3 wG ��f 3 ..1 nE sre 3«b . «ao P i1 P.0 CS.1.1 ss 1F � Mp a P ePaa ee oo P E 1.e1 a o w o a PSP 1, P _p 1,P 1E..o b I e e 2111—M PxaP 12 ax,eaa ere.M«o..:1 MP 12 aP spool xE�1.eo T xaP 1e�axa�s>ewa. a d apS 24+00 2— zs+ao 2- 2-0 2— 27.0 z 2-0 11 ze+w sHrrr 56 ci 166 z WATER AND WASTEWATER PROFILE-STA 24+00 TO STA 28+50 0 10, 80 reccSTR W 874 a -E:x cc1 p EI210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 ♦55FYEEvMap uCEi HI— /IIo Srw�u hro Ei � Sr Pxre PE¢ PxaP Ix•P a 9°x I'x�9 IM ,,, ER —P EURE.,,� = n., POOP,z xa Po— Poo, P,a a9aa 1.IHE�I-W�Q 9'E IEE 4 pp �aP 9 x E xax E aE ar aP nE xaPa� WALL °�°TM C aR spoof P mE �P w .w� IRW I MENMEm,PaxlErx,aE9—RE A.— 9 lean ER w a.=E 9HIu xE n --Euosxa Evmxc x9.aa LE—RD xE� as ea9 xa P�PPa9m w a m ro as..K xa ° aRsff° Pawi Ah P is•o P sPaa PoEcc O lesrsxa.xr Inns m0 011-1.11 sr x s o n 1 O� ,aaa.,9>r x9 ax E.g9E p •-STO(a2'RCPI-STO(a2'RCPI-Stt](a�"CP)-STO(a2'RCPI-STO(a2' STO(a2'RCPI-• STO(a2'RCPI TO(a2 Cr'�STO(a2'CP)-STO(a2'RCM rot's gg , R RCP 5 IpPoxCHRK h eERIMl1 CIFMUKE 4fhfII1 rt1 xEu.wu q to uaun fFw asm e'Pvc sw xl ux uuu aF Ih xWE9 0 5 9¢1£ap°i h roA frx E anon upp�,p,. FQI <`F h nm PnE ro Poawx 1. _ cla+Wst, Z e m �Curex.21. x %J3 sw IV d•„hE iausrzv m nxrsrEn axwE IIIIIIIIIIIII IIIIIIIIIIIII 09m h'PVC ]PJi.�ia io uie xr Ij y R / PRO l99 DAa xR I _ r / t x,h9 = aS xr � v m9xmi wSSOIEEv/Ix �� >✓� � sR�P>o � ,< �IG. IIIII13 o w w 4,1-11,1.D WASTEWATER PLAN-STA 28+50 TO STA 33+00 0 w � U 30 30 3 smrcE OxE—2NO w No All 10.7* .v.m AT �.�s cxaOxa —Ps°P°9E0 ux xo.11 i, x0 MOP xo PROP Pxre�h-xrn K inn 3 AMP x la 'I III IE , Pxro a Mc90h�hav PmP Ix w afro srn n+:hl J zx,°esR R w a �. 1 1 PSP �'xw R 9r�9h.s9..a _ a a PxaP _IP Po ..m _ b sNrrr 59 o) 166 xs+s0 xv+Oo 2e+s0 30+Oo 3a+sa 31+00 31+s0 3x+00 32+s0 33+00 o w' s0' reccSTR W874 z WATER AND WASTEWATER PROFILE-STA 28+50 TO STA 33+00 —E:H - - ccI p EI210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 so 'Pvc csoo s o uv eErvo aooLP soePDC 1111 11E I FIE I'll III 1111�2' 11-IICIU I ® u ET s rea P ,.. ^ EPECE vsvooLreaP a5 DueryPreaPaoP rzaPs ssooL EDI E PaoP ECE - DW PEDD ooz PECE 0 n q,7 s11 cae v Tn n ,e o, zT P, 1101 e' o Pa soo ss. e o, Preop Pvc csoo _. ryQ1�reE cerv,Erez rvE(a) z Pvc cs o aw s z Il iuE E ccrvrerez rvE aE w 7' LEOPMD sa�T rl or TUE PaoaosED ` av Pvc csoo reov .I aLc uErvTµo use��E Preovasm creowry eoP,z'oP 6sooz E IL PECE PaoP,rz'xe Dwc TEE Pl---_ EamvL----�+te nP> ---vrteeua wte'nP) .3 ,Ez-- -- - cPl +s + PaoP eErvo srea eervo - -e M o0 sTn o,'LT 9+0o sin 9.o LT 35,o HRO 3l+00 ,M T MD PROPosED 11,-I NEs To AwD LEMS PND _' ..-. -. w.,wcs DUE To veRN BE e - D._ v�re ex:a.wA. - - ,a TVE corv,rsnc,oa smut re zoss m EF P'Dl . o F reEsvorvsezE Eore c N) ® STO(a2 RCP) 5 0(a2 RCP) TO(a2 RC) -22 RCP) 0(a2 RCP) a. TO(a2 RCP) ® 10(a2 RCP) 10(aT'RCP) fico( ) W n s cnuEE av x - reorezory*P2 5 Na cMry EEA*uREs eE y� NEW DID T sLaLL BE A 2 3v 2 nnrvnnuu aE,a rvw s. LEGEND MEET E EOR ERPNcu sE uT Lnv E DErvTE�Tery N MEE,—F aP,orvIDE ME To eEMary n 7 ME ZPIN'OD.ED PE P�Do ry D "PEMeE.N,e �EE eE ausTEe,o ErvEeED DOEn 1 PaoPosEo a Pvc vw nssEuezv#w sTa aswz.ee as ss n PE IMT sn 77,111,7,e,IT �e E �ne a11 `PIC P2e52ervE 5�IIIE IT � v n WAT0ER AN D WASTEWATER PLAN-STA 33+00 TO STA 37+50 �V' -a _ Iu(loww I. 0 E U 3 '2'2'my rvo.z 74 Din( o + PreuP 1"-1 sEre"w urvE I. .2 S ---- 7+ss 72 n e III Preopz21 LF ZE reoPs reov,z as oixu erys55za1 P,IPDE I DIP s-I EE soP 'E', LF 11PP 12'111 1- ll LF N�QmkWZQ3n wa+ z 11 P ca aaOeErvos3si.o0 a 14 - -- ----- PeoP,z DSP spooPEaE a.z55 OPPD S�u , �v � DIP LF P-L 11111 LP 1111 111 IP-L IIEIE 4 00 LF MmEn7D 55aPeoP sLE aDP PECE,. PeDP�rz as D��� , III Eoae PeoP,z Pvc o 2751 EE aoa PIPP 12-DP 1PP.L PEIE 1.11 LF PIO1 12 41 P101 EDD 11 R R , e $ 33,00 33+50 34+o0 34+5o 35+00 33+50 36,00 36+50 37+00 37,50 sNrrr 60 e7 1 66 ccreo crenwrrvc nro. WATDER AND WASTEWATER PROFILE-STA 33+00 TO STA 37+50 o ao' 60' STR-874 W, -a - �acs,o� DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 CONSULTAMS SwCEi si E a DP,L NO EEID DP sA�° N PP, aoEPE°E OP,P DP�PDEPE� N °.E°E ll 11,E EEE III I PIPE E PP L °DPP �EMreEv�L, ' �s RE, E reDP rz�Pso0 1 � ° ws, � ab sA 3P.o „PP E, L 4D DDL BE°° eD�P,--- .,a P) °P,° D,PP �aP> — -- + , Mi EE'. R DD DD o a� — -- — —� PR 12'IP EPDDL PEEE � _ _ _ _ _t _ N °P DP EPDDE PERE 0(42 RCF _CES'RCF) 'O(42 RCP) O e (4a RCP)- �a4a �,—�� o(4a R�)— � � N W (4a R�)— �a a R�,— _ (4a RIP)—s,o(4a RIP)-1a4a.RIP) o i < 14,I r1 o 1 PRDP.IPE ERE— 1— . PnR<DP 1EEma aPED �E DD _'Toa r �,asa reN E EPC PlIp s E ENE rz ,aDm — .. —P 111E FEE amore ssEnne�N%D U sn. IT ° - g c NE(cU is tt Vt nOHET WATER AND WASTEWATER PLAN-STA 37+50 TO STA END m E-1,„D— _1ED °0T 111} W 'VoElE, D DIMI UP 10 IuII o w w TPE 1 LE1 D D,EM QED o ALL 110—ED—ElEEL aE m c 0 s�E E—SED 4.1 TEE BE CRE'RE 11 vuIE B-1 U 30 30 reDP irz DIP sP.L PIECE i,.as EE ZEO� 0 Pre°P DreouND D�rec� /`"'s oreoDHD reDP ,PP 12 1.° LF In reDPP1z�D�P s oDE PiEDE793Dr J69 PIDEP IE E4 -------_ —--_ —=iEE11T I-IP—El IMT'ED1101 12--DIMI — aow 17) P 10 P"EP DSP°'100L PIECE 1.P1 LE EE saP Pw csoP zsss �S ° L�—————-__ OW g o PIPE P`-o'°iP woof PIECE u.ee EE z PaPP, , E W W PEEP 1111 LF PlIl 12"PC lPIlL PIECE 2.00 LF TEE PROP, 11 IE—E ENE se 11111,11gPPOP 12-DO TIE LF ' ,. =S R, e PeoP,z x sa 41ssoi PID)P 11 41 DW PEND IP12 17+50 a EEP 3e+50 35+0P 51+s0 E—D +s0 41+0P 41+s0 42+0P 42+s0 41+oP SHEET 61 PI 166 ccre0 creAwrrvc NP. WATER AND WASTEWATER PROFILE-STA 37+50 TO STA END o 40' To STR-874 W -4P - �ac12103 DOcuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 Erisr creou sxls oreou sx sr creou sxlsr creo PEEP 1-11 P1.1 2 aaoa ws 0 21 o Z 0 2P 20 Pv � vreaa two u No e A1 182,2COAL ll�IIP E rExs* cnc[a aa ESP, "AA, II'IF s a nPoa esss out EE- =:xa.a=. u�[[ P �aePeCeoe ••••,•• �PRPR _ ea1 B 1 �n a`cP wA�Rt; s6P a.aa=x ��LEE reao sA A.xsxt Et aerea sAa.aa=4 N A.AA 0127 0.00 0.42 0.00 01=®.54 a.oa 0150 o.ez n WATER LATERAL STA 20+73 LT n WATER LATERAL STA 23+91.32 LT n WATER LATERAL STA 28+06.34 n WATER LATERAL STA 31+95.47 v U19m}}0- Q, -o W w U I—- 0 � E ... U El IT N0 PIER e o.�a.ea a 1 sn wca.os Z `vreova —vECE 2:Ca SON wo ¢x st a c 'o v sv � N s<woon oru SEE 1111 1'41 t a t ` ao11 xe of s 1. a 'servo w ~> �' Q n<a.aa sx "" aE s WATER LATERAL STA 35+33.14 LT 6 WATER LATERAL STA 39+90.51 LT sear 62 ar 166 'El DRRWING N0. 0 20 40' STR-874 SCALE,t"=20 Acn gE1270J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 [xis oIII r QuII preoa creourvo 11.1 caourvo 2 R 2 ep oa caaurvo e 2 o'Rs TEE e ; �sxs a ca wnlsa 11 111 'El 1111 1 ID 11-1 1ECE IF P 1s.rzs IF ....,.. 11 PAP s eP sPoosROE I P11 IF PErz 01,fEls 12 111rEI11 1 IIP �oRao 11 1 1111 111 11 �1TAR.1,ea 11Ae gee a ee1eAE"e �� e eENe rz asopo os. IS IS IF I ICCCIEIa 11-1 1111 2C2 lelrve PaoP ee eE�e 2,11 n i PROPSpDO ED IP.Cl1 11 PIENe E ICS IF e.eR e.}R e.eR e.4s R.ee R.46 U n FIRE HYDRANT ASSEMBLY 1n FIRE HYDRANT ASSEMBLY 2 n FIRE HYDRANT ASSEMBLY 3 v m}} s REFER To eENEe4'L NOTE e oNsr. REFER To NENE�NOTE e. oNsr. o NENE NOTE a. oNsr 0- o W w U I—- 0 � E Fns No� 11.1 CIFlID xst areou c.+is*111— _L" reou U z re v� o z J a 2 PIPE 11 -1 TEE e LEI CID IF �r�ss eGreavAs„1Roo�o�ECE len,v ICI I 11 1121,12 oIF 1111 oEC v�cIC IF v DIED I-IT 11 RP�Ens, ,s 6Rma eENo aoP COSI, �O N 11I [[1ECTI P I r ervo coos aECE is ea IF'ISa cnac wvs �� oa s PIECE 11.x1 IF C ,Zea a �ON No IST L areo CM v to 1111 vN sn 111,11 s �sa o.o2sa ss a osm soN �PRoo En, 1C- sAo.00sz ''1� oP �aosPE1 =,a 1 �.��e e 1 R.RR,4 1,11 eeRe4 ee=IEP 1 0 �eeosA ��e eao=,A 1rve eENo ,IF eENo s:°CLI— OLD, e<s o�rna eED �No e�EIE sTe IF W g k sA sl I 1 a e�e=POOL PUT 1,11 IF w R.ee e.=e R..T e.Re "2e R.ee R.se R.se 4 FIRE HYDRANT ASSEMBLY 4 s FIRE HYDRANT ASSEMBLY 5 s FIRE HYDRANT ASSEMBLY 6 o serrT 63 or 166 s R°FER°No�eccNERAi�No°E aRory orvs�. s F°FER oeccNERAi�Nooe alT,0M oNsr. e FEFER oecENERAI�NoI aAI oNer. RECORD DPAWMC NO 0 20' 40' STR-874 scnLE.1"=20' cn JE1210J DocuSign Envelope III 93524C8C9BAD404&A46F-3BB585OB76E8 �i57 caourvo s creoury D1.1 LEE IIIIE-0 IF Exis caouNo Ex o oP o f-I ,IS I'll 11 EE PlIP I"III I PIEIE 11.12 IF �,R �°EPIE� re°�� ,��reo� ��� ,re°IF — `VnA A.A3„ Pl0P 2- op re�E s°woos° TEED �'RAEPE�,P,�j. 0,\�Preo F�IIEIF DIAA.AAC° TEED R e nvreav 0 m�o 'AA..I,e�eENe � ��� RAP DID IPeOE PEE°AE EE PROP s°s MW BEND �nR6 00},;e eENe vreav sxo.zEP — P EPooE PUT F FIFO 0— R.ee 0"'e.CT e.Re 0.20 n FIRE HYDRANT ASSEMBLY 7 n FIRE HYDRANT ASSEMBLY 8 n FIRE HYDRANT ASSEMBLY 9 v m}}0-s REFER TO eENER NOTE ONEr. O GENE NOTE ONEr. R TO OENER,o NOTE ITT, ONEr �lui o w U ED 0 � E isT oreourvo c �xls areouNo U FIDP 12— me TEE .101MI 2(1 PAT: PFI.P 6 DIP 1PMEL PUT 1.11 IF I S, . j IE IF E,o�EE EEao 1111 vEO 50oL Eire IS VECE � IF ZE DIED C ID IODIL vECE 'I IF I IF P ET,s sTrecv zeNo Preos eI'LE4F IT4 14se °"v eENe „ EfMoTOP rez11- Es1 11 1 1111�14UIFF.-,IC °;EE e IT ITSE""2 IT cp PROP CPOPEa PeO EE I'll I- DE vEOo,P IF � PRoP reov sPoo O.10�r rev I-Es°reEE pa aeENo ITA osR eENo III CvooE ECE Esz EE �pooZg oNOw� oiaw zrere I-C 0120 010C 0150 0183 o+a FIRE HYDRANT ASSEMBLY 10 r5-\ osT s FIRE HYDRANT ASSEMBLY 11 s FIRE HYDRANT ASSEMBLY 12 o SHEET 64 IT 166 6 RT FER°No�ecC"'I NOTE a.HaN INT'. e I FEF oR4"0'T10FTE1,1T,01 0—, 6° REFER oRCEn EFni'P".FFEFTT oNEr. RECORD D(AWINC NO 0 2040' STS—874 SCALE.,"=20' ccE JE1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 2 aaavGcreouND 0 2 �Fo 00N E sry e vcw D 2 vreOPOcaOUND R Gore v s PDv IEcc90IF x o4 vwnEEre o a we sv4 � aoa s Dias Fa,.so IF ••V �soP .EE �PaD C11IT 11 111 rR° D��`�� 1111E IF IIII A Il.. 1110 IF � raDr,e arr �rR ,EE �4 A4o0E, ,.EE .E' D ATF n - 10 1. 111 IIE 10101,4 Pool re III 1PDAE LIFE,.ED IF o.Ao 0121 o.RD . .7 0.00 o12D U n FIRE HYDRANT ASSEMBLY 13 n FIRE HYDRANT ASSEMBLY 14 n FIRE HYDRANT ASSEMBLY 15 v m}}0-s REFER.o ENEa No.E e a oN r. REFER,o CENE�No.E e a. OILL REFER,o CENEFO No.E a a. OIL' �lui o W w U I—- 0 � E �Fn RouN= s oreou [Fns,ca—D U P-T a cv—ere Irr fEll e civ—El Z P�FIP 1-�I P IPIIL 1.11 ZE IF 1111 1"111 1111L lElE 1,11 IF :. L.F.., Ivre0 1.10 eo ,F s sa vvc a ,F I O�No Loop A_I 1N w AT4 I_ �FaD c W U m s nn AT4 I'll w00.s4 1*EE —21 recw L*EE s,n 110 xu*EE sa o.00.s4 s,z ars O oll 42 SIP D ' 0 rFxi 10 C) �Wg� Poll C2-Ilp, 4 FIRE HYDRANT ASSEMBLY 16 s FIRE HYDRANT ASSEMBLY 17 s FIRE HYDRANT ASSEMBLY 18 o serr765 Dr 166 6 6 R°EER°No'acENEreni�No°EaHON ONS'. D D RoaER oacENERAi'NooanaaH�oN 01�r. D'D EF-EF 0a4ENERni'NaoananH�oN oN�r. RECORD D(AWINC NO 0 20' 40' STR-874 SCALE.1"-20' cn gE1270J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 2 s two 0 2 rc+is areourvo 0 2S 2S � r pW creaury r11 11 I'l III ECE 1,11 I l( c 1111ora IF1111 1 1111 11,11 IF .. i kl 'IS u 111 o+oos 9.A p aAAs4 "F �_.z, re� I oP=Poo�'P�°E`,o,o �y SPR IT oreoP are ITS A+Ao A.t4 0+00 0145 o.00 o+t3 n FIRE HYDRANT ASSEMBLY 19 n FIRE HYDRANT ASSEMBLY 20n FIRE HYDRANT ASSEMBLY 21 m}}aQ s REFER,A NENER No.E e ANTE. REFER,o NENE� FANTI.NA.E e. EEER.A NENE�NA.E 8�. ANTE �lui o W w U 0 � E U 3 SON OWN �o �C, r Z c W U m �Q � w > W Q � JdW o� SHEET 66 IT 166 o RECORD D(AWINC NO o zo40' STR-874 SCALE.t"—20 A cn g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 20,81 cxs*are°urv� Dv°re°uND caou caou,(a Dig 2 Pare uD rvD III D D 2 ol/- z so m vre°a cao2 III 0 ...,.� I -� Ea� i vre°vosm M„ s(a'Dint ' { N —�v:�—, ` v=D n 1 a—l—me-C(P Dint oaDSED e avc sw PEIO'P1'1N911 10,7(aISE aaaa°=E o+Do o+so o+so o+oo 0125o+oD o+2o U n WASTEWATER LATERAL STA 16+88.23n WASTEWATER LATERAL STA 17+71.18 n WASTEWATER LATERAL STA 22+68.57 v m}}0- Q, -o W w U I—- 11.20- 0 93C o- 1 11 out c+is*are a° DuNJ U i I ZE z3.so a. O N J aaoaosED 11 W ii(1 oat 11-11EDwe s,w a O as 7s11 21+11,21 21,111% ° aDaDSED.a NO 11(1 10 a o w �, ns.mc e vcP sw O g� 11-A a 1(a'°w) Jd W o+oa 0+20 0+00 0+11 4 WASTEWATER LATERAL STA 23+39.21 s WASTEWATER LATERAL STA 32+22.61 o SHEET a 166 RECO.DRRWMG 10. o 20 40' STP 874 scn2E.1"=20' cn g E1210J DOcuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 RATE CONSUt'AN'S L5a TUE PROFRANcu C_R I ® —El N RZ T"E CL OE T"E PROPOSED A "E ADJUSTED TO FOMISP,EEMDAIMGPSIALL BE LEOPARD ST- - h w z 0 N � m sA-, 5 A40 a n .oz. Ii IF.RouFID��II � v GAS& PLAN — BEGIN TO STA 15+00 III}}0- ¢s W uw IT o W w I� IA --« -- -- �C, i i _ _ m F —�• ----orr — _ ��3 IT �aE -- -- - -- - -- -- -- -- -- - C) oQ Ogg m ITO 1T.os.31.11 IT J�W ATO,s.se.3azT aT sr+rcE 68 or 16 RECORD D(AWINC NO W GAS h OIT PLAN — 15+00 TO STA 19+50 o ao' 6DSTP 874 scue R i =40' En g E1210J D,,,SigP Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 CONCS ' 1 111E C 0.5 .0EIT 1, EICEPIE 11S 11 11 11S — ---µJ / P FPAN-A ••" T&APEIVAIN IN"Ell L ON �+ A PE aNS.Eo �ILEOPARD AT N TO FINISHES GPAOE. -E� EnINdc - N n - 1 1 n �.sa Eo.E.. 777' x GAS& IT PLAN - STA 19+50 TO STA 24+00 III}0- ¢s W ���.,-<o �lui o w w o0 � E I U 1 0 1 ` �2 OWN O In Nr 1 IN C,Z N aPo oo IN o W U O �a Bow 1 1 ZF 1 sn zasa, n sn saec.»s, m 1 SHEET 69 a 166 R£WRD DRRWING N0. O GAS di BIT PLAN - STA 24+00 TO STA 28+50 0 40' 60' STR-874 SCALE H 1 =40' n g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 �P N RULE -- ,IE BASE T6E o,PE6wsE FLAGS— tfn— LED REEL ROVC 1"E CL 11 11EE IIN 6 FI 7 05 ;o`AEMAINNA FRER"CURREN''LOCATION ARE;M R'EMAIlA aE°oNRs,Eo',o FINISIED GRADEa 0 �y - ----��.AT,--- ---- n a - v n GAS ,&JT PLAN - STA 28+50 TO STA 33+00 81}a¢s W ��,-<o �lui Q,w w U I—- AS � E LIT / o -- -- -- -- -- TEll- r o— �S-, ZE r++ O n �ON TEovnao sr. O m � e Bo1111 4 11w L SHEET 70 Of 166 RECORD DT AW MC NO GAS&IT PLAN - STA 33+00 STA 37+50 sem, -a o 40' 66' STR-874 SCALE H 1 =40' n g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 AE, N na s� L, sA�s.a�aa., �1 00 — — — _ �s oo — — — aoT — — — — — — — arzl — — — —i - 2 U n GAS& IT PLAN - STA 37+50 TO STA END III}0- ¢s L111111 11-1 111,"1 IL 11 E �lui o w w U o a LIAN11111 o 1, CLL-1—11AN11111 111LIT111 All E APE3 AD 'oEME. Au aS BE AuED 10 U Z SON �C O WOE w R - w v]~> �o W Q N aow OWg� o sr+rrr 71 a 166 o RECORD D(AWINC NO 0 40' 63' STR-874 SCALE H 1 =40' cn g E1210J D,,,Sig,Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 Pp—No r1 = o 0 n is FT—T — 7 N u — � I W i 0 w � v � 11 s IuS o w w SIGNING oAND STRIPING PLAN KEY ��,_zo _ o -- � - O 7Tl N LI J, it moa wo s, m SHEET 69 a 168 n SIGNING AND STRIPING PLAN KEY ucc,w oRnwiec rvo. -- � -��� STR-874 rc,g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 uCEi 5� 0V 20 �4 �PAB a + w arw 15a - - l -_ 112 b 4 00=IIN 11-11 11IN 14 11 I oo L2 L2 14 1 4 35 0 0 �aEo.E z4�na,. _ a aE aE�a a _�.. W,REo fi s<, a a ..A_.. .A„.�.E =�N .. ..e_... E.E.N� N I � ,o Rr�<N I I ,oar 1E.111 . .a aE r I � EXISTING SIGNING PLAN — BEGIN TO STA .s"ME ® > U STOP — S�aN.a, - Q _ aE aEMaN _ Z oON O O �u1N z LE—RD W�/1 v, a T R ,-�Z 9a arw o W c.�o m �oa � — � zoN r acs2 I a a z W N *o BE IE—El N coN,a'c,oa suua cooaomnEE w*u oOa,A Pa�oa*o aEa�nNc sc o swrrr70 of 168 EXISTING SIGNING PLAN — STA 15+00 TO STA 20+00 ° '�°' 'I°' cored 874 4 -,a STR- 74 ccE g E12103 DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 CONWS�UCL7TA——7 e h..(z) %� =.P STOP � - STOP ,11El I b4 f NBEOP.wo sr. a al 24101 rm N � o x scop � a==T` �AZBSB s *o es IE—El U w � S � •cory sous ware .�are*n Pre ore,a reePiac rvc sicry � 'v III a n EXISTING SIGNING PLAN — STA 20+00 TO STA 25+00 ,�.:-,o LL �oaiwo- z.s-wd, 1(2) B'Bo.: e B ONE ONE U WAY WAY N F � ZIZ ecRu ns ZE O + a ov o cru o �o a N Ci M o W U N + z c cs _r F " s � o�k oao 35 21, Ell ESN o aE aE o.o ,o aE BE.B B E o �,rcE t o�t sa EXISTING SIGNING PLAN - STA 25+00 TO STA 30+00 ccE g E1270J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 uCEi / N 9 P�o3es � ■ ■ —— °M —Z4�E ncxxar W n S U 32— 331W Vt `v '\ s �o eE x sox/ Z / ZE o0 uo— / Ln 1 N +0 + / ¢�n a OC � �e .7a / WAX oao c xEI., / xx�ox I-I-n c 11— w,. =o ti —1 1cP-1-sox w sHEET / n EXISTING SIGNING PLAN – STA 30+00 TO STA 35+00 acture 72 a68 LE STR-874 —c,g E12103 DOcuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 CONSULT—-7 WEST [) " / SPUR 407 STOP <k M.-ern N T� `J TI IE I—El t 0 + } + 00 37,0033+00 LEO—D � �wcxuFM— 00 4o N S w w� rx 2 scN,a, Ta.Ta w U o ET,IYs rvc+s cry $ eEMwEI EPEXISTING SIGNING PLAN - STA 35+00 TO STA 40+00 III a `- PIT-." = III w w . scN D3,a I LMre.a P,wo_ - o a5 STOPS STOP w Ns h E o N M<N PECII LLaH v 0T 42 44s N w o bQ ,3 IT eE eEM3aED b Q -.. p . . �m z a OWN LEOPnaD ST. �4x+ W 030 In N a �D �DTn Ln O +Oo 43,0 o W C Z yl -a p�Om 4Qo N o CE z o 11 1%1IL .Mr STOP: EIIITINI 111N Toe SepLL.—NTE wac mem Pe oa TO aEPiac Nc s.N � sa 4z+Tz ,0 0E lEMDPED `1 svgs To eE eEuovEo � E o aE�tiN EMZSa I sHEET 73 a3 168 0 reccorec orenw�Nc Na EXISTING SIGNING PLAN -STA 40+00 TO STA 45+00 ° '�° 'I° STR-874,_4a - CII c17 g E12103 DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8NET nn cwnE rerenoMxDoSMEo.FEre'MOPP«° vreEEEvre PreN`o(w�cvrereown 2(1,�1i 11TIPPIIREiaeE�reoaI<o V Q I O�Y ® rcT ;2.1 aaa,)r�c,I MEQ �` ry nn(,-NBaIFmso ML) N Ippl Eo 11E PaEToreMEo R'E'°P �R ,. <a®rea E,u [M—DIEFE'lME-3re °EEEPAS rereaaPE e`en, beg �(w)FEE Iq(oso Mqe=M,�,�aME> Tn EnT IPPEED PEEPPRTF.PeEo e akaEll�, =MAMaP11T°��(lorea)(,2aMILE ��«4( ) eYtare„°E�IEI FT III MIK TI I — Eo reE _ �a,aeso,(oso ML, �ppAE«v �a. Ea,E re�Eoreo M�E� z4��=eo><<���Ie E v�(e9 Mrerere Tr e 1 20 a 1 LEOPARD ST. aff P a, o i»�4�mae MI,lei neAEP) — — — n-nErekaEoxo9re MSE, + aE W IEEL P EES a _ 11 IFI,P 1—I1 IFI -sa c NE NG �Mw`u:(eaRk( ��)T. 0 aEEE vn Nare sT„ 2, �A.re,:,, croo=iO(oreo - E��cm�rei�s,M�m�°�M� _ RE vA i�,En_ 7-3 resEL v<re Mrere= (�w�mOE�)mv0 �E) —718. — 2 LF) s�w resEL PW Mrerere.. 1�(2z Ea st vnre Nam,n-v 6E�� EEE re. Q - �sTNO s,aw �E �NIAINE-Tres�N 1IEA1 ooTINE of PaoP0110 PAV s re�=s O O INEEa ME'IPIlT TP, s - Moo s 1,0INTIA-1 11-IDIFY EoreNMaEaPoa, ,reE <aa<ON of cn re,, En,n 35 ,4`eRk,)o M"'e, _ To EL I I, LL BE °�s' IF =TPPN.IEa=E=T Ta Tref ENE rero _ o s To Tref EOE OE,reE °E" PEPOI b °4NFN SIGNING AND STRIPING PLAN - BEGIN TO STA 15+00 �p k w IEFT P11 MIv M(,J(oeL ILD(oso wq -'o(p— "- 0 . e;o Lav ue�m,v�c a®ao c c STOP p ' © O ov EE P"ME'Ty U nEeai OO reE vne s�e'i�OimPo�Mu 510 9tlal L eea vav ere ry me+in3a�mso Mau nn nT„— — — (,ho 6)I 9bu nT11 REeE a ,.��n-n 110 0-n 3N ao n��F oIDL -I IEFTn IEFIIMEN IERMIPLITC cV z o ME) 0 e'EEE EP) MIKE TY-n-n®2 o-c iwi(E<e°wn(1`M MaaEmreMEo ° ° _ ° _ — ° + (nn E. Tv LEOPARD ST. + 7L 21N p�Om � O Co O j 3 z EF' - -� EK FE LEEo�wunaTeeED L wic°�s Mei a o w o s �W oO NNAFNE 1 IN PI TIP ENO ETAP reEE, Scry R3-9bv n9(rz.i`sM�oiioso Yr�Iu. .. iwi�ee owu,v�zs,N,�re)Eore w o PIEFI,Ty E. REEL PI McaRk)rv�9'o i�ea eEcixIEFL IEFL P. MEo a N11-PERre2 EREI ON—EasaPa OR To DME F-11 1IN of s � 1,IEE INE nn is.eo ®eo Toenl 1�s�'e''° EE re.Tr (O(,2(ere9(oso MILE yMonii+za a n.,T -e�o�uE�reeoa Morel E Run�oNNON veeu,wENT PnvEMENT rtiwrei [OOEEgnre (IEEniPAb E E Marey 1��-n-n 1 40 1-1 Ere re To,reE o swrrr 74 re(168 OFYNINT SIGNING AND STRIPING PLAN - STA 15+00 TO STA 20+00 ccP g E1270J D,,,Sig,Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 °a hI (z) o ENE ERA�pfAe reEA, " L (4 )( Ere. D(z) _��� �( ,;(�)�u ) D= H, HE STOP u, reFL P<v rvrevre,. ore r / / r PEEOBMED ssSTOP, re TD SERIES 1 11 HE o_4 ITSEA)ow)(L=rze.,��) a,`a`o`v MPI TI,vAO RIa40focoME) OOPe" - - - qL A MPu ry BELL PA =PvIMAe Pre c T MC4'�usw)[o90 MILE - AvvuED o o } LEOPARD Si— tial W — Iv0(APPovO(,z"EIA) + C 'M 211SPENDE 'TA SB -FL P�MIR L AME, v m(4�(stio)m Minn u _ IS 211.-m a - - - - - EEL PI MR - - -_ -_ jL s o 71 ITSP "IT(Ba�ioso Mau ❑ PPEEoeuED TrvAPrnoP❑s�cviw"itaReo nes�`M�L) ,v ao14Avi IL)ro'o M c4 i�_-_ ,.< MITI'ERAL- rv= E z,�,=LEE �. z,12 A�z s a=o�ry 0 Eo) PRL E'EDeEEOPMED aA fa oeesi s sTA vss ini4jlsioxo90 uiLE LL M 2 E IA Hy ANTAN,AN,LS, HYDANTILIA e AE) U (N')SI OMP125 MILE 0 ERE 'DA eE msuLED s Ta TreE smE aE THE carve srewmD=ADSEST,a Tree sin 24,is S, P r �ueiP'sreEns Du,s DE or PPo PP OP Lo LH PosN P nT rAeamTory aA s FEE Isn zw,s 1 zD.se 1-11101"DWs,AAL moan rvnLE wire Eemn LIMA To IEP—MR sory 0 III a�c SIGNING AND STRIPING PLAN - STA 20+00 TO STA 25+00 ° '�° 'I° �IiS�p k w ,A 4o U 0 (D 8' AEE)0 r ED AP ED re=roa orennE oa DoE MrMm rvDSEi[s<D�� ry i > E (�(E=air�LDA so MALE rereERMP P NaN,,. A« __ / vEE i54D AE) O slrv. i=g R:°Ee 2a N SE),i'B L,,R o EEo EE P re„v SUN 11-TP O ihE4imBi PsniiosD MILE aPSELL Pum PsaeE�ae`PeEioeuEoZ Pz�u� rh(4°i(are�r ED,IE) 1z - sI� -zm.Ep oNe R4re,p�, A reEa E<v M R,4D I-C LIE Eep y\. AE Tv I�<-> "S",owioE=°EIRE ®o,`�i EEL M o-- �� .L4 L IS� 4 4- 121 ESE AR 21111 — EP — — z o (11 LAE PZ SELL AE a PE �re(Ma<� (w)(woRRx°�� ZE A•`IAi o a z zs EA) ��N �a LEOPARD ST. sA +z Q o soM o W VO ¢A, oo <c2 A4PEcaro PPR Pa o o PA Ly RIN EEL P uPI: `PFRR o D PreEEn N } ~z o i TA(w)(erereow)(P21 ML) °R�)V E reea)faP)lsAo)fo(11 LEE (v)EapRreMov)(,lis uILE _ o Q 0 r A aow w11 s ” o EIry E�DNSDE DE _ _ D�D`�<' x �ry aaM<T"DrvPDry PLP ME 35 0 �I= R ENEE o B o't 1 P DPA« ry A, D — — 2,SENT'P-Mepee a 3, NEESPs)s smE =,A T a.��. - FAM P=cwn`voa s)r;RzreMEE"s-" iw`iie ris`io)coso MPlu.v 'IIIN III STAR LEE PPwECT uMas.suBsowPv LD EIDE revoenNT nssEUBues.BLUE ao.se sa ze,az s,<zwzz reE2 P"M",Mre,re,. = PEELE,_,smut BE INsruLED N-LD LreE sDE DE TreE LANE -zwz3 sDr<rewire A=�T s<aIPINo=LosEs TD THE FILE revD"N,- ss,ss w ® M4 z)c-c ° rnryTPACTOP TILL NUMNNATE w,re CCRTA P-P LD BEPLARNA s„zw,D s,<E.L4 a swrcr 75 D(168 SIGNING AND STRIPING PLAN - STA 25+00 TO STA 30+00 ° '�° 'I° STR-874 ER -4D c,,g E12103 DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 / � / roNSULTAMS SwCE/ / PRwECI No_ V / 0V vTr (h(,)foes sxnlfoso MSU iso LEE / END IEFL mere,v m(,�mev svm(oso rn�o / RrereLEAl P vrere r-A-A®�o o-c a m"m(4�(DBi simm o 1�(p (re(E2 fwl(e)(xD)IIII MU eno v E /-IeI p p EDPEEre aEmwnm� (IEFL PPV Mek ry e .,�wiEPl))aw�iE� is EAIP Me ,r ®2INN De / 'EP Eo°PM"'PreE�E' a , c TIEIIIa�Du;vs ME(Ea, Pav Me�mvv rvnt,x x o.�L) D re („ c io u�u IwFr,III reIII, o=vEEre �IZELD I Paa (,°E�P �y — (a0`Ea 35 no(�,6°�`i� E ET o e Lo / LF EFL—Ell �2(���cSse Myo - �� EllnSP 1-1 — _N�6 E) PEEL O aSP�MEDPre P�"� DD�(E,R�®eI ISre a M T M�)iuIMOPUs113 s: 1111o - LF) fY6(Woa0lClu Miq -- E-Q 2 + ��3 a Ell 11 (�r,xere�mPO a 2EovnRDsr. eEa PW MSSD Tv A A Ti+s, �Cse ) $ U EST"a reEa e+o 33,00 3, n j w EES Pre v a, P D E:A(°E;(P;E°SnoPe Myo ear w i �lui p w w 3 °°��i�Rac°u w�i re IND u,�(eP�mPO MSU o IEFL Are IIEFII o — EreEwirEairs°o(rpso MET P croa,2E,LDnEEz ML) 11LEE �wa(a z.P`mPso MEE( Tw;(=a°,`«aoaSPMELaERMEo MEaEioa ,c PEI "Ei 305L APaNeMN, sAT,+ST ra En ml,,. na E:+ (wu,(eere��SPe s.�E� SEa PAS aL EDrere S Mu° t ro�a(ioaE-)(o,0 M o T. / FORM /nvvum\E<HERuoains"ED U' /2 11 e"oo m axa Tv(4a D so )(.0 MQ (wAEw Kofi(�svuE�)Pe 3 N IEFL s } �O EE1v11EI'1txDlMl' Miu / aoi LEE Me Ln N a IEFL w(zT ry / (v,EN / Ln C) r~n IP-ID 111— reTrepi`E�a EE iaoEEP" vre, M vW MM:re T. Ere®e0�� 1— O �wuT O / } IN, © / o aE EN 11- apw Igo s �P�NI/�NE 1-1�N—Al SSTINE SE PeDP0IE0 ��a IEE EENE-No,EE EDD—E INEDSMINN IN PERM HENT—EMEN, a w o LIE D ry SNTIETIE Dee-D EDDeD�Na, NE A Pe�ee,0 eEP NO ON o ,,E IEE OE TIE�E sR�INE�ZEL IT,1011, SIGNING AND STRIPING PLAN — STA 30+00 TO STA 35+00 6 1 168 %/% / "Cl.o p��N�4. STR-874 c,,g E12103 DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 CONSUL,AMSS 7 P_CE 11 E Dv. - 11 6TOP re (w)(a2(ere)(asD u q ( a+M - - `<nvMrerere.. ®reoo-v a l (evs.iioP "ere,v a - -• x GI �-a I'll, m ) Mo sLD(os. , (a EA raL FEEL � 11 e) EeruEu�CnIDJDo 2'1' F) + _ U LEOPARD STH. 3 310 OR F � � PeaE�Aaax)(e�awu C,uEpr�oaLnsic fw)(a)(s�o)(oso uiL) � ,:o�L�,u���_ I E PLED P EFD eEEL lL lla PEv� N — �tDreMED,uEPMD l` P�.,L o,I,2o`M'° mp,g�eFPSLD,(DPD X19 m o m _ 1FE-FEEL 1.MK ww 10 LEEnD��FPF°Mlu FEEL Pnv mr 71 I(P ) OO ,.PLED P / iniIeoPm a 11 a ICC a 11 Po wu ,�I Nvnn i' _ Frere Dre reL e. a a PLPE ( ) (PDe�� s;�;,:,, cENFea<NmeseE°REc� N STOP v re,. n n e OELue w snEE s;E El T.-Eves LE-11i ,LL eE vs,oLLED I,o,uE sDE reores 7s�res o� TIE 0 III a� SIGNING AND STRIPING PLAN - STA 35+00 TO STA 40+00 DE,DO 11LMe o 1wELED PeEE s e Dr'<16EI,vl(2) ,uEPMDP"'E .,, E ll0 LF)(sm)( 121 MQ -T ED O STOP („Ln s r STOP REEL P �e. Iw(,,DeL 35° .o eEM2 N a 0 0 LE �Dre�En�LL w FELL MIK Fy ,re meree,v n n®F12 , eE)l reEEL vnv urev ry M(a l(oeL sLD)(DCo nniL) nn 42iCs o. oeccnl s I w M(1")(oeL sED)(oso nniL) (zoL v) {ll? n 44as b ee— Fo I- - b 4— IE Ep nauzvre,v_- 0 El)`� M�1411DIL sLoIIo o MLg . Z r 3 N a f "EEe�n)-R O0O c� a LEOPARD ST. ch vrrW 43— 41 -7C)N +a E Pnv av _N!1(rj(ZD)(M.O xii0 vLEE 40 a •'• EEL Pn nEO—LD) cn v� ()( if P(I uL1 } w 17Ln Oj3 Wiz+ (EFF , and)( F11,11 P u sec xore:FIE 0 ' c D W a - - - RIFE A, ”,r -re®Do L - - o - 1Dre - SDN. -D r5,1 =) L _ �E re�n:.�E�muE 1N—1—FE OF PROPOSED FEEL s,n PD a 11 7'TL7© (,«�I"M" -MED'HE rex Ev m Ere,D DI.,n�re s•n aE re TOP E�FIITM �,, a A ao+s� LL uFEir FIEL02 IFMETes Pe PEI.-F FE en.E-T of 11— ,z, pp p B`((1,'lFEN`EZ`l2L o wo,l NE oti oti vEMEtir sm az, O Il r uL rreE uroerums w*uN Peoaec*LMss.sues oaev e 3 168 77 re � E reEaEv.D u,vL DE re=„vLED ore DNSDE SES vE EeoM o soti;o.._ e E nssEM-P eLVE 1- o tis* D reEvnv ,uE S'DL OF�'E�E=,rePVD aDSE=,o R„E�'R L eEvre SLED v Eo 0 "Cl.orev.c Nv. SIGNING AND STRIPING PLAN - STA 40+00 TO STA 45+00 ° '�° 'I° - STR-874 cC,g E12103 DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 SUMMARY OF SMALL SIGNS SM RD SGN ASSM TY XXXXX CX) XX CX-XXXXJ BRIDGE ,,ffII POST TIRE 10— ANCIOR TIES .11NUNA—INNATION 00 NENUL„TN slcN DMENSONS amFYI ALUMINUM SIGN ISLANDS"ICINESS c swooL SPEED LIMIT - 24"X 48 x SOLAR POWERED ROADSIDE FLASHING BEACONPHO 11 OMO 0,121 POPNR� VAR 0 9" 580 SA U 0M mem 15 weR'7R`,oe mwa of VAR 0 9" D3 Tc t E �6 euow�„g�.IN✓wvi.ixdot.gov/ _ SS-1 MOD l2) 24 24 $ U 24 0 2a"X 2D" NOTE: III}} N P<2, �Illt x w O W 55-2 24"0 30" 10BWG SA P w O LIMIT O �E 35 9 �ft El,! , x 3D - U VAR X 9" 10BWG1 SA P BM 9 Mi ,tofu STOP o No R,N oemw ENOENENI. z 13 11 END24"x 8" LEE- SA P N w 24 51-1X 10BWG 1 SA P J Jf O�3 a rem m> a In eus scop eus12 C UP 10TIS I SA Pg o SUMMARY OF k TOP SMALL SIGNS maw i 8 BUS STOP 6D5 12"X 18" x SA P SOSS o,ro SHEET 78 a 188 ARACAS-.1 STR-874 cc1 g E12103 DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 SUMMARY OF SMALL SIGNS SM RD SGN ASSM TY XXXXX CX) XX CX-XXXXJ BRIDGE ,,ffII 1"LEAENT -N ON 0 0 NENIL„TN slcN DMENSONs RE 9,P BEGIN2,1 0 1 ,OBWG 1 SA P NEIS 9 R3-9b �� k THi k OF 4 - - O VAR 0 9„ STOP 3s°X 36" VAR X 9" ,OBWG SA P BM e o tlagsxmi9 ten oe rowa of - [2] D3 GG Z vA 9 uow�„UP.IN✓wvi.,xdot.gov/ $ U R,-, KSTOPF IG 0 31" NOTE: III!B- 12 - s - �lut o W w 3 BUS Si OP 9U5 TOP ,o O 11,11,11 0h 0111111,U1111 4 BUS Si OP 8U5 ,2" ,B" 10BWG SA P . E wiu Y 9 uPPa I iomtion:. V RE 9,P p���•,u 24 0 8 IGBWIE 1 pas y ucsso.aoa sneer- 9 R3 RE �` 24"X 36" 121,'Noir a oetoV suoreEN,. Z VAR X 9" 10BWG SA P BM 5 ZE O N - VAR 0 9. 11 2L 24"X 30" S80 SA F. w MONE q21WAV ONE Z WAY 6 LOCO z T SIMR 30"X 36x ,OBWG 1 SA P •p�pyyo/ny�pyyrym o�5E(/) a aow 35 SUMMARY OF x SMALL SIGNS maw i SOSS 31EE,79 OT 168 STR-874 cc,g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 SUMMARY OF SMALL SIGNS SM RD SGN ASSM TY XXXXX CX) XX CX-XXXXJ BRIDGE ,,ffII POST TIRE 10— ANCIOR LIPS .11NUNA—INNATION 00 NENOL„T6 slcN DMENSONS R3-9dP nINO 10BWG SA P a THI u R3-96 BUS Si OP BUS 12 X 16 - TOP ( ) VAR X 30 x 10BWG 1 SA T 0 1 1 e "Sxs=pe round of (� - - R3-JR 36"X 36" „gtgweT—S—t.g- _ wi�IISII 1ne 10 U uen�mm NOTE: R2-1 J 30"X 36" 10BWG SA Ppl— tl. = `�IIII E, S. 2 BUS Si OP BUS 0 E OP wiu y g uppa Ift El,!,., lV 3 - 1 VAR X E,E x 10BWG 1 SA T as y uysso.ao1,a sneer- 9 4 - 12"X 36 x INSTL OM ASSM lOM-3R]RWT1GNp g e.eol Noses a oetoV suoreEN1. O ZE ON w 36"X 36"X 36"X 580 1 SA P BM o W RS-13G C 31 rc�Om U Jf O B 3 a �C3 11 6 SUMMARY OF �gx _ 6 SMALL SIGNS maw Q R5-1 36"X 38" SOSS 0-ITavaws _1,,El SHEET 80 a 188 ASAAAS-.1 STR-874 cc1 g E12103 DOcuSM,Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 SUMMARY OF SMALL SIGNS SM RD SGN ASSM TY XXXXX CX) XX CX-XXXXJ BRIDGE ,,ffII POST TIRE 10— ANCIOR LIFE NIUNFINA HINNATION 0o MENUL„TN slcN DMENSONSN. am 35 30"X 36" X 10SIG I SA I ALUMINUM SIGN ISLANDS"ICINESS6 8 US 12"X 1B x ,OBWG 1 SA P I A 1.11 0,121 N - OP ■^■ 4 OF 4 �� VAR X 9" LEE- SA P BM - 5 RX9 G l 36"X 36 x aa.a ulgn g R,-, STOP.., owng,PP,n,wv,.,gxao,a90, rx _ s � VAR 9" x SA P BMS,NOTES III1 R " Q _ 2 - ���II p W w ~ 01 01111",UI 3 - 12 C 11 ,OBWG 1 SA P wiu Y 9 uPPa iomRov. U E AR X 9" P,1STOP 3s"x 36" 9 Noir,N oe,ow ENo,NEN,. o ooN VAR X 9" x1 SA P BM N El 1R 121 I STOP a o ro z p� w� 6 --R7- ,OBWG1 SA P •p�pyyo/ny�pyyrym o��(/) Q ® aow SUMMARY OF RJ-2 MOD ® ,2"X,8" ,OBWG SA P SMALL SIGNS maw so"x ID x I—A 1 SA P SOSS LPeeo 35 o;ro a.a a, sa NI I STR-874 cc,g E12103 DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 AN OB OEM DELINEATORS & OM DESCRIPTIVE CODE1 NICE 2 SZE 3 aE 4SINGLE ooueLe IKSTL DEL ASSM (D-xx Sz x(xxxx)xxx(xx) �:s 0R� 1ILG1 SO DENNE S UN.ATE V El U� pERTELE A �>� DOUNT p�UU oPPI�Ta,TTITT1�eT TaTT1�a o,u=T o�Tle.�olT OTESHEETIN =,11TI.�d° oMAssM (oM-xx)(xxxx)xxx(xx) _t f?." �9 ePTo� OINT LIFE moo.01T FIRE —S IKSTL OBJECT MARKERSo LCIATL LEE,1(OM-1) Type 2(OM-2) Type 3(OM-3) Type 4(OM-4) NIDHEI re c21c Ores are CIFITioN %1 Olrtii - - - OS-1L —11R OIrti3C OIvti4 -_oejl ee 1HI`i oo Ki uorw om n�I _ E11E HE REAL _ m a NEIGE N'T" �lui o o _ 11,11, o—ao E a m, reaOEPAR7MEN74L MATERIAL SPECIFICATIONS eT1oT EMBEDDED TYPES) POSTS _HICA T 1Aaw-T,,e NoTI 11e,111, a�rnm o�.a� aea-we E°'OCI FACE MATERIALS os T EGc WE GFLI T I A BARRIER REFLECTORS oBRF D CHON EVRONS ONE DIRECTION LARGE ARRONFATpR.p�ECT „ ��pe�Rl oMs_aspo N oR NOTE: ZE �L N ~�ZGO TN lvk /c DEICE oeNce � fir'�a��e or ovvrovea -2a9 Nies HENCEWi-8 ,lbw OyEumwe o c�G� N6bn I DELINEATOR & aaE�w AIDE)w.a [m�ua�moo )c !�e�' [E.p,ee oy( ('E�eew HIE1111(W o )co� yap (E.—Sl Tee�v> OBJECT MARKER o T DM eaoo Nall meeT me Te4��Teme�le MATERIAL o�g x 0NTIN00EI0H 4-0 -0 T-0 1 1NTINFTEFT T-o DESCRIPTION �dw a1eT�al PToe�ceT L�eT1 F11111N CSU-0) 4sL"Moisw( -a)sy D OM( )- 011,Sill `( sF,J sneNOTE ea"yaa m1P1—, a loll," e eeem0l es). © _ e ,� N NOTEN, Ei e sTimv owTDO C =AS- _ SHEET 85 or 166 21A j R£WRD DRRWING N0. STR-874 cn g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 POST TYPE AND SUPPORT FOUNDATION DETAILS TYPE OF BARRIER MOUNTS WING CHANNEL (WC) FLEXIBLE POSTS (YFLX, WFLX) WEDGE ANCHOR SYSTEMS GUARD FENCE ATTACHMENT (1�D WD 93 NAS VOV' 61 62 w.k' 1�� CD 5 Lne eras olero � �(Qpplox( � {III o i — ]21 N CONCRETE TRAFFIC BARRIER (CTB) - e . gip_ 3 UT NOTES z EMBEDDED SURFACE MOUNT STEEL PLASTIC 0- ¢s e�d(wc> I I's ens-1n Pmnre� s n�neP�nne e�res U I-`o oeeneamrs v2 s 11 oer manuracwrers remmmen aeons N07E esin 3.Pe�� 9 mee ,ed�e�d�ee� ,. ns�nPei mnnn.n�,n�ees�erommenannns o _- S11,s5 cr.50.or asrM Wase. ora v GENERAL N07Es e E - meAnn �s 9Anen�„nm.ne edge neremen� � TYPES 1, 3, AND 4 OBJECT CHEVRONS AND ONE DIRECTION DELINEATORS AND TYPE 2 MARKERS AND CHEVRONS LARGE ARROW SIGN OBJECT MARKERS ZE OF, 0 e a oe.-"r"moma o nos�i�eaea mP�om�me o�;en�nrnes �N Q =Here Pc � o a e.emen, rank NvaPnnemen� I w P Peeemen, In o 0 N�ere DELINEATOR & aow OBJECT MARKER C)g� Lne `0e INSTALLATION r-o-1e a-C -TE NOTE 9 11ult 4 IST 11 D & OM(2)-20 en .so nne nnAn D 1E TION LA'1oGECSRR0W a(w,-�islsee 9ene,enn�es,.z end 3 ©� - swrr186 or 166 644, buil R Cb2 D(AWING N0. STR-874 Ec,g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 --, m� A.L.,,JII �Ed e �Fe r �e �� zr $ Fill owA� �e AR oA�wA. t1l 1—ill _- EDGE LINE AND LANE LINES eee� T1.1 .1 IZ20 e,o,ne ONE—WAY ROADWAY TYPICAL TWO—LANE, TWO—WAY PAVEMENT —d.or dgAi1A or y WITH OR WITHOUT SHOULDERS MARKINGS THROUGH INTERSECTIONS �I fd, II�� SPECIFICATIONS� R� is ;jElldil ANI N 0 o�e A�e o a — — - — — — ` — - IFT APrFEo PERMANENT PREFABRICATED PAVEMENT MARKINGS 1111-1141 ��a'taa 11A..C v U CENTERLINE AND LANE LINES tl ""`oe os viwnRono FOUR LANE TWO—WAY ROADWAY TYPICAL MULTI—LANE, TWO—WAY PAVEMENT // 111 0- WITH OR WITHOUT SHOULDERS MARKINGS THROUGH INTERSECTIONS lu oxw 14' r�d_A o�E w, ���a a ;a'I00�000 "�10 0 0 0 ��e AE ha ,. �o��d reow 04= 10 o o o , OFF ANAL Iwo:; LA o PPA. `ea$em�PX,Al".P IT 4 so TWO LANEo TWO—WAYtl9RLOADWAY YIELD LINES �soo WITH OR WITHOUT SHOULDERS warwmn zT—eo '' wmu e m s© SON — a�mem GUIDE FOR PLACEMENT OF STOP LINES, NOTES p ~ Edge Poe <C,wre _ EDGE LINE S, CENTERLINE T P:eToaeP <} Baseda wd, o oro No °"°a""°n°""'� A -le Lime i�DDDDo1e, m�e r e 9 9 Q��o JE Ed", ����gas 911 o�� sad ori»�d CIA, . ��°w TYPICAL STANDARDw� wga > T L"< Q � PAVEMENT MARKINGS -w e aye red„ 9 snav used w,n PM 1 — D w FOUR LANE DIVIDED ROADWAY CROSSOVERS ' sNrrr87 Ar 166 o R£WRD DRRWING N0. STP-874 cn g E1210J DocuSigD Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 REFLECTIVE RAISED PAVEMENT MARKERS MATERIAL SPECIFICATIONS ...cif FOR VEHICLE POSITIONING GUIDANCE APIKEll IIEFLEmoazED) +.� �S see Deja A see Duan D „Na-A-A �e��e�e .. roMNNNs ANHE3 Fore PAVEti,EM Nnw:Eres E}'^ DNs s _ `El.AN NF P DNs DyDD M IEFAEIICAIEI spm ------------ a o ✓o A-A CENTERLINE FOR ALL TWO LANE ROADWAYS - 7> 7, 74 N - a0 A A — CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE - Type I LEI Frew) 10 CENTERLINE & LANE LINES _ FOR FOUR LANE TWO-WAY HIGHWAYS A O o A-n wo A-A - o LANE LINES FOR ONE-WAY ROADWAY (NON FREEWAY FACILITIES) „ 4 s�„ore � .._q T a as sad oavzmem ma,Vas Tfe o-R eDa Dam<aa, TyNe a CTVp Vew> 0 TEL, v Iawo,d 1a,mo„o,V�aid,ed,ore,o�,d w.o,P I-A-Aw, I” 2s m DETAIL"A' oETaL"D" DETAIL"c' z CENTER OR EDGE LINE GENERAL NOTES core aanesme ��N OIn 0 f RROKEN°LANE LINE° ° ✓01 11 RAISED PAVEMENT MARKERS wiz FLECTORIZED PROFILE ro��e. P'°tea io ora saa of ina io�P wa�oi a�UO p� PATTERN DETAIL fir• oNkbn w(nom � � W Q [FL[c iuE PROFiL[PA�[til[N x�utaNcs nw MP+i*Fweer lle�yeeNm sraroa ,z.,- Lz TODEgsDOm� POSITION GUIDANCE USING aow N, zc R _ RAISED MARKERS RELE CTORIZED PROFILE MARKINGS �� PM(2)_20 LIN oe EAeE LINE oa LANE LINE E NOTE sREET88 oT 166 o R£WRD DRRWING N0. STR-874 n g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 NOTES GENERAL NOTES rr 01 d1l n sae the win ane ws iR o,2.w ease—1, F D/n D/2 /P ea o(n) L(n) e%u`a9amna`�Ima,aa oetwaen tna nm ana 30 MPH Plo 2 4 9 eP i000l - :a oll aoo o[m�°- <C Pii�r.DDT F,e �aaoou. yea,ine�osi,eom era ro voee iir�ic-aawi�ni�,�iaiviaea rvenr,are o sD �9-2TL ood,o>Ra med oos LANE REDUCTION -� a e e V-I--av III,En9m..,. o v o MATERIAL SPECIFICATIONS 1 < M u.11rory le(pLone) RS(RER[CTDR ZEo) -4200 IPMS THMINOUS ADHESPE PA-ENT 01- e1.2 �D.-I 8'Wn to Lana Line eo eA I—— ®ITWLT) T, I-I 77 Wakee _ TYPICAL TRANSITION�aFOR�TWLTL�� AND DIVIDED HIGHWAY 0o ellow D,o.e o w e e e e yellow�vo „e D E,AL A D E H,e LE TYPICAL TWLTL AT ONE—WAY STREET AND RIGHT TURN AUXILIARY LANE W e e e �f s(Se 2 _ e(Lo op) LRe�W E.tension o1�'(Typ)p rote oea ,yea e'wn ie Lase Lie e o a SON B oto '-o'e �m� _ (1,)Lam sai N �T�`_ La It ,e p �oa3 0vo)'e TYPICAL TWO—LANE HIGHWAY INTERSECTION WITH LEFT TURN BAYS W"O LL soreA 20e�om velow D,o.e� �,y o d ,m. W e / e--- �c �� o e a TWO—WAY LEFT TURN LANES, aow elC „D ,a RURAL LEFT TURN BAYS, og� 03 e e e e e e e o A "",°esA „- ` AND LANE REDUCTION —�Qw ' ----/ 4. 20 PAVEMENT MARKINGS 'A ---°'s'°-°9°--- Ilow L� wa Le Lie PM(3)-20 w DETAIL A DETAIL B TYPICAL TWLTL AT TWO—WAY CROSS STREET AND RIGHT TURN LANE DROP - SHEET89 a 166 o R C R D(AWING N0. STR-874 n g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 yJ TRIANGULAR SLIPBASE INSTALLATION GENERAL REQUIREMENTS -Ell NIIEI: NOTE 7h— e ,o s d-i. op—,d m u, Nope a, m, he T,t�gwa,Slipb...Svstem. -- s Please refer e the Material P,oduc List fo,app....d slip bas system le I The, eel Ihe ll 9 oa ° ® ® ® http'//www.t,,do Lg,,/business/producer Ilst.htm a The devicesstroll be'installed per maNptp�tp,es ,e�pmmeNdptONs allo,on p,o�edhall b N,e== e IV p,p�ded tp the ENgAee,by 3pNt,p�tp, IT .. . ; p oe,�o n n. n, � v Ikl— The 11�b _ a 9 ooa,,,no.ore„o„e,ao,wnu„now. 9 Door oa,,,�a.a,b«„a �e F. III Q, I1 P ePo } �luioxw U lheW o re=nf, pie—10 wiz opo� le wn,.u.,p oaf„oboK I Ilein.I—e-l..The hIll e,oub a.e 1. Ihe dnl.ined lee IIIIITI 21 s,n reo sNN�,,,.xxxxx�x���."""", CONCRETE ANCHOR ",�,�"",no„ea e9 ro„ ooN ZE �L')N e 214 n n nu o ,an.p,H,Ho s — _ c��� Ag SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS W M. TRIANGULAR SLIPBASE SYSTEM -'�w lo 111 SMD(SLIP-L-08 1�11 ISI wL sHEET9O or 166 o R£WRD D(AWING N0. STP 874 n g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 IIE III be,.ee. rrn a[N[aa,uai[s r4 � s r, a NwG a s< � r „aew oe,a���wB1, �. D.. - - .. Detail A ssw xxn�:a, eee1111011 reo s'1 usu n^:m o mu r v � 1 n 0 E Ihe —I 0 Deta Fe ID 0 o Sb'res sn,o�y be o owed ben'.a ue o s9^suhsLo e. - erceee Ihe � t� . see wabe am,u�,e.Noe,. _ ^6 W-39 cams eau'ee a.ne" Q U 3a �N Nva.w,en �,BU P acke, iGN/SSA it............. xxxx[,xx in 31 3e mum t w,n x a n ,x „ b°^• „ ° III 0- R o lu o I.e,e.ee, 3W"4 h 0 REOUIRED SUPPORT11 ti Dena l e rm, SIDE VIEW Detail 9 bo e [�o eg a rz ,v,aewNr�:raui c o aW s-aab aue-wnv aa,,es-i, .v°oe°vac°'�.`a`ew 11,41 41,36 a ,r se 48,10 SON :ee suns OO OO �LN 0 + rsz-v sr aewarnxxn ,saw O a m D I etail D DemosDepD,e,m one o�e,nransportatlo �- amo iro+a,a Fli�lw a�aN Ieaa,,a-,E�, „�..,a,,.,, N NI,=�,. .,a„11� FRICTION CAP DETAIL ��� me==eb SIGN MOUNTING DETAILS ,be m, holl 1, .o,. ,m„b.aoe , SMALL ROADSIDE SIGNS �g� e h.,.�e„ sa 2 „,K., a TRIANGULAR SLIPBASE SYSTEM —'Qw v,.e,� ”'"'"°' .be ee d ,b,b, SMD(SLIP 2) 08 o,bw ozw 5° see Nee,2 '° a� aas�o,o N�eoi o N b.h— Ih,e,a e,,e,Il ©,A SHEET If 166 o R C�2 D(AWING N0. STR-874 ,Vg E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 o ewo om aE Boss uix.�ewsE aEn ry 1p; A` sG ns�u�n5o� ew"��w aye e� Asu �` a�r�wam.enat: rnn aas"aow� gP y x \1 E oe�, o,,,�an�e�e- g !"I J natewo 09 1— ee� o: .... le .iv _ / gaw 64 V °�' Lo'sw oTw�aisw� � -- su Ro vvrz�)vvn-sEvn —co Vo 9 ewmea�� ons eye m - see.wew Pam D-111 C oemil R so���.,eo��aim ee a��awee een„a me,e�9�eD�io — NZ e.' a :say Pa o �,oa�eee =e.o,aea K, a.m _ �vo Eos � a. All Hl-,I— 0— ¢s REQUIRED SUPPORT E A�a �D0,H 9E eS 95 is narvE 9wn R'w'o,iory oexIXPyvxfv eu) U o1,111-Isxi(iU / VR-sw6 rv1Z'71,17 s�5 /2” rmo(zp'r(e-wu1 �o,Ramo v�Qiio�o _ 5 U+s-�l IOBWCI)I�C)D +' - aewyit�zm :, 1,gr:atar a w�,�e. oetanNn R',1, - �IXilssm SON a�(s-i) aewT�Jvzm LI) - s a(n 7�I wuopr(.) Op �soe��omo a(wI9 w'-� v oe wcp)vxm W O — si�so°semransPortatio w�`—> SIGN MOUNTING DETAILS aow SMALL ROADSIDE SIGNS Z) e TRIANGULAR SLIPBASE SYSTEM �RIPIe SMD(SLI P-3)-08 s Delail D E.t,,deth T Bracket d Aluminum Sign ©''pp1p sem. ioa EXTRUDED ALUMINUM SIW GN WITH T BRACKET o 11EET92 or 166 R£WRD DRRWING N0. STR-8TH{ En g E1210J E—WW,Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 I RE SIGN SUPPORT DESCRIPTIVE CODES REQUIRED CLEARANCE SIGN LOCATION ova,K Weer°.�,°am.°.,v-A '.."N" FOR BREAKAWAY SUPPORT T-INTERsecTION 1 SMx xx RD SIGN sHoutoERsN ASSM TY XXXXX(X)XX(X-XXXX) S ti DEC FIN"b"' 11—`11.ea IN";e: m� HIGHWAY HIGHWAY INTERSECTION IMERSECTION N AHEAD yAHEA1 A I: - °n�ro W,eTxx "mow, Bx,.e exxx n,sMp, °xe 4 —� 0-1 —�� THAN I FT. .o� .� , GRE �� ° R THAN e x of`I � S .... °° ro n."o=, rPx� s9xPxxe,exxos E� BEHIND BARRIER 259 ass o No r„ore tnp�z s 11 HIGHWAY HIGHWAY z„m�.-- HIGHWAY _--- - v 9^ IF 1, Acceptable ts should be located ' `, INTERSECTIDN INTERSECTION 2 ur to o T n. ode _ �� AHEAD AHEAD U DO m aGO om a.;.T a ae aao.e n A f A Feptpble STOP -- BEHIND GUARDRAIL BEHIND CONCRETE BARKER E Not AcceptSble Not Acceptable a °x°xre e°°°e°x ex°°re x°x°e°x°x s ,°x,°x°°°,°a°�°x°°mx.°a n U IIIP. TYPICAL SIGN ATTACHMENT DETAIL SIGNS WITH PLAoues �x ...x„ „ °ex ,ex 'Ah-'AhA I-1,19 1 ne 11,111 Single Signs Back-to-Back 121 l 1 1. x u em, Signs v jz� EASTHIGHWAYrsa °I 0TI INTE RSECTIDNm�°. VsAHEM ZE ,T -xNI Ixx7'�Y �'Low�o CURB&GUTTER ORBASED ISLAND eTex sDepoao��:i TLAn ortAt'io V1cn `�he,IIIx °.,.Ix.e°,x�e., SIGN MOUNTING DETAILS aow ,.m,x.x�xm.xm °gep1 1-1-he, LA �, "�Hlcewav �'” SMALL ROADSIDE SIGNS 9 x INTERSECiIDN 2M. AHEAD GENERAL NOTES & DETAILS ��¢w °m.. ,°,„xm °k� SMD(GEN)-08 HAD W d�m ryf T°Tx,e ex e�� „m. sHrrT93 or 166 o R£WRD DRRWING N0. STR-874 En g E1210J DocuSign Envelope IF 93524C8C9BAD404&A46F-3BB5850B76E8 GENERAL N07ES <e0<m<ots saa res q aeeemo ee Poop rurtQe as sa o0re�s sei0,ve0v u- 12 LED Betco,O & a awa<s0<e e r e 0 s ee0 <eas< rn<ir<m ses, re00as,e<ria q a<on..< -lli<sLED _ ns r loose000«t,00. cover erse n v ro eaa sr e qt sea o,eveer O sea ie ceoieei at e v ee srvowe. 0 r0 co^aucro,5. e ee< ro s^tl� oewov - �e n1 a¢. ane„n�re Feer, =ra��<a see bore e� �lu 0-w w U a 11010gn ioi.�z> <rvor<�6 rs«rvoi<sr<,rm o I b'".A.u'hdme5_ e bg eemeere. e�o�rmmu00 a oa n0.«rnm v .«.e00eea.e0alh s o,e.<� c0 ee<emre U theer me 11 eae.e me epee-� e,ee.eme r e see er me m rs oe euo»ea. o.r„.m o0r a<0<oe r<0«« r e ooa„ui o0r e0.a0�r rve sTI amr<r m�� ZE ZE O N n<,<.moe�r e �mem er,a ana0< ,ea 9 <. FRONT °eaea oe. SIDE w�Z 5 <��<w e UO rs.E0,0,<na enr n e<i0w 1c,, emr, c o 0 rvnm o aloe 57ae L-1 �fe ocer�ex� o ¢ L-1 m � � ousn sm< sr��wm c. aE w SOLAR POWERED ROADSIDE aow �Q `�- eu< FLASHING BEACON ASSEMBLY oQk o e,eeeewev sees �, . INE aoao DETAILS d a SPRFBAM-13 s 5 NON-FUSED BREAKAWAY ELECTRICAL CONNECTORS NON-FUSED BREAKAWAY ELECTRICAL CONNECTORS EXPLODED VIEW SHEET 94 ar 166 rv, o R£WRD DRRWING N0. STR-874 n g E1210J D,,,Sign Envelope ILE 93524C8C9BAD404&A46F-3BB5850B76E8 GENERAL NOTES "Ary REQUIREMENTS FOR INDEPENDENT MOUNTED REQUIREMENTS FOR BLUE, BROWN & GREEN o�dTo.o< 1 ROUTE SIGNS D AND I SERIES GUIDE SIGNS 1,A-1o11, (TH-)S1.1-1 H1,1., SHEETING PEOUIREMENTS d«<w 13.11 aid EM <,<,«T<—1 "w no.:ulil� o" �IIII�III� �aoe w� e 9 — eA� uu4DH HAH:: e . v . A — w<< z ovo M .o. SEN IIIVUVIII ua,<,a III 0- C, o 1 -A. o = e�s oEPAP.MEN.A<MA.EMAL SPEEIEI�� IIIIIIIIIIIAL III � uiuiu ANEI U oN VIII 1111111 0121 Illmlm I. z SON IT= ro�� o n<raio»� was< fs,snt �ON a Le Z uplh•�D 9ndotswl0 n w O �O AWA sUhin o��� o� L �auumlllk, Ga iii,I'uieIcN TVPIGAL SIGN aow C) �w REQUIREMENTS TSR(3)-13 ,TPICAL EXAMPLES wPCAL EXAMPLES ©, - SHEET95 oT 166 o R£WRD DRRWING N0. STR-874 n g E1210J D—SK,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 ry REQUIREMENTS FOR RED BACKGROUND REQUIREMENTS FOR WHITE BACKGROUND '`w, f REGULATORY SIGNS REGULATORY SIGNS GENERAL NOTES (STOP,YIELD,DO NOT ENTER AND (EXCLUDING STOP, YIELD, DO NOT ENTER AND WRONG WAY SIGNS' WRONG WAY SIGNS) `°°be °' z r e G, 111S11- STOP xieLne°a ...d. s9 w. LIMIT ' N— o 0o Hor WRONG] a° ,�.°10 ". 10" e WAY TYPICAL EXAMPLES REOUIR EMENTS FOR FOUR SPECIFIC SIGNS ONLY SIFEETING REQUIREMENTS ALUMINUM SIGN BLANKS TUNKNES, U m}0- o w w U o REQUIREMENTS FOR WARNING SIGNS REQUIREMENTS FOR SCHOOL SIGNS o E SCHOOL U SPEED :i • � LIMIT /rt�yn 'WH NG ` °NX roe°a o a e"° �susoi ZE O N Z Ulp .Mu.n N81 w O TYPICAL EXAMPLES TYPICAL EXAMPLES W�8 Q� Z ,nw o�putmmelnempstlm o�B�3 I U w CIL 11 N �[l acE MATERIa FARE MATERIAL (!I Q�Vl O TYPICAL SIGN EASE TIE a EeRE�I„� 4 �I„o 0 a°°"°R°°"° a°EPR`1"EFHN� REQUIREMENTS W�x r TSR(4)-13_ ©;m SHEET 96 a 166 � o R£WRD DRRWING N0. STR-874 n g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 LOT BARRICADE AND CONSTRUCTION (BC) STANDARD SHEETS GENERAL NOTES: WORKER SAFETY NOTES: ry ,II 1. The Bdrr'cdde did Consrruct'on S}dndOrd Sheets 111 s deg 11 workers o o+who are, sea+ highs c or ^ rappaeeU'Pmenrng ` =fr +o snow typical e amples for Diacement o emporary+ Dei +he r�gn+-df-way s high-visib�ity s meek devices, c n pavement m Ings,Ta typicol w s�i the hr eaulremen+s of IDEAL M1 n National Standard f yHlgh-Vlslbllliy S The informaTso con wined heceksh ers mee or exc etlkmen uiremeTi APParel,"or equivalent e I d as ANSI2004s find shown in the"Texas,Monuel�FIT Uniformefrofficr Cont,ole0evicesee�iMUTCD).s conformancef. Poor Clas sr 2ffic317IR APP.—A.vDlume work areesCl ass 3 garmentsosk d be s tiered higM1+a Dr ni3 9 r me w =d 2. The development and design of the Traffic C-t-I Plan ITCPIis the 2. Except ergency s £tagger sl.Tions shall be illumingle0 b'" responsibility of the Engineer.n n em ons £.B when Figgg ing is Used�g+nII qhr. 3. The Contractor m y propose G anges r nTCP t signed G -_ by a 'A'AA profession engineer ra.pprov . ince Engineer maysdevedi DD, sign andsedoi Contractor a proposed changes. COMPLIANT WORKZONE TRAFFIC CONTROL DEVICES u : 4. The Contractor i Bible for insi IIhn9 and mein ing i raffic 1. Only pre-qualified products s II De Us ea. The"C—Plignr Work Zone _ ry control devices g Uldn A. Dine Cgnrr'gc+gr m no+move or change Tr off is Control Devices List"n�cCWZTCDI tlescriDes Pre-quallfied Products `2 The a be, to location of o y device without the approval of the Engineer. and their sources. Geome+Drsic d sign of e shi nd detours sno itl, when possible, m i me 2. Work zone offi evices Hall be com0lidni With ine Manual for gPOlicable d sign cr ria c led in menuols sucn as t e AmericdnPe Assessing soferysHar aware tl(MASHI. - g8 octad of State Heghwoyoa ci Transpprta+ianuoffici— 11ASHTC1, - ASPD1iay on GeomeTrio Design of Highways and St—K,"the Tx DOT"Roadway Design MGn AI or engineering judgment. E ad 6. when pr.jechs abut, +e Engineer(sl m y ih e END ROAD WORK, TRAFFIC ..gY FINES DOUBLE, dna o e wa11;ag slgnsrh signing w uld b redundanh and rn areas apDearc luaus horn Ifehhe THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT = Y gdiacen+projecre completed first, a e Contiad erns— http://www.txdotgov U `» necessary w...ing signs as sno n Dn nese sheets TlenI I s^ ^°g directed by the Engineer. Th.ICCIN ROAD WORK NExI x MILES segnt sM1gll be COMPLIANT WORK ZONE TRAFFIC CONTR01.DEVICES LIST (CWZ TC D) 0' °"� r vised to show gpproprlc+e work Zone di—III. 1/) DEPARTMENTAL MATERIAL SPECIFICATIONS IOMSI €.6 i. The Engineer m require duwplicate ing sigon median sIM ide of MATERIAL PRODUCER LIST PL1 1.SII1) x w `°kP dI,;?d LIGhways where metllan wld+h wilns l Dermlt and+r offic volumes O 1'o d8o JUsfify The signing. ROADWAY DESIGN MANUAL-SEE"MANUALS(ONLINE MANUALS)" B. signs s e STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS(SHS1 O oso "Standard HignwaybSignnDesi)gnsdfar Tex as�anl withtheo'Dsi'gnodedTa iE%AS M NUAL ON UNIFORM TRAFFIC CONTROL DEVICES f UTCD) E IF shall be shown Ia e Engineers I—Tee w,deTgisI s+o the Con, Gfor Defgrenth1 1Pgndss mgnufacrured. na iRpFFICA ENGINEERING STANDARD SHEETS U _ I. The+emporory+ devices s BC s amP'i escoA dry, t ewE 11 the W;II ICetC-1-If most Ippropr'idte traffic control devices to be used. 10. Where highway c ing u mobile sndef inednb t ee Texas Monool on Uaefoame"'ff! Control Devices,gCSJns signs c required. CSJ signs g Z iml+ re (mit on BC(Z1. the OBEY WARNING SIGNS STAtE LAW sign, STAY ALERT CALK ORstE%T LACER antl the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque sn 11 he ZE O N CONched in advance of the ISI lII he BEGIN ROAD WORK NEXT x MILES, �3 N TRACTOR o d END RonO wean signs sre e esJ limits. Far mobile operations, CDJ ,it Beetgns are not equ red. O O 11 ruff io c f?h t:s s Dula De piaae only while work is octually in z W U Cn proIT ess or a definite need ex;srs. m 12. The Engineer has hhe final tleclslon on the locah;on of all it gffic contra CZ,, > dev ccs. SHEET I OF 12 �� 13. !hart Y ewe PmenaY fdram r niM1ey s9 w 11111te v s - EC Q� N z It be Pa,ed ow a e ones. .0 d be as a ase I.+he ,igh+-of-way ine os possi0 e, or I--Denind a barrier or guardrail, nnom-- or gs gpprove0 by+he Engineer. W g X BARRICADE AND CONSTRUCTION W z GENERAL NOTES AND REQUIREMENTS BC(I1-21 SHEET 97 a 166 4 11 1 11 RECORD TRI'NO N0. o: Bio 9t1 ,... z STR-874 n g E1210J DocUS,gU Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 TYPICAL LOCATION OF CROSSROAD SIGNS TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING— T-INTERSECTION SIZE SPACINGN.1 R M1M1 y _ Nk4 1 y 68 Ia„e< cwzo o Kxwzo a s e qn0 �i .e e s es o° ay o=� cwgsswg.D w �� w x HK g € r + 1 aaeowe, Y— c r e .a e .ae cwz 3o zo u$F czo orw n .r�❑o 1".x K ° czo ° m�, s J e .ne - <4 711,CID, m tt H pwn,ae b°ae ar.wDAD w�w. :zg o o w a EaD° w=g°,a,a�a 35 160 EYII ea pzo aEE �1 goo , ,cer a rooa fs io. D—D am,s Inge aer CSJ LIMITS AT T-INTERSECTION s, C/ � agii o,ner s a s, o.moaia oe°seo.nen worx s = oe�ne perrarmea a,or near an�mersec,�on. pN s g urea+, U k& a r s gn no.snow,on,ce az sneers, rorr,<mmroi vion sne<.s°.,n wo,x .o.x areo anaro.a�s+onss oe..een eo<n oee,.�woi s gn. �gK ACroa e N " om me�nrersec+�m.me F.g eer orrow s—or iw r size s.ns mo ce°see as necessm. �� g cebe�aw'a a GENERAL NOTES .czo D— s a,s snag ae reps" or a ae,aar a e g cap yea.ar n me pans. ce § s sw°ia be�nc.e°sea os rew�rea,°ce.e isoo veer }} X g �lui §�F .,So rre m.s m o ae erminee ey, cng;neerrinscec,m,sno ee n pia<e. C HE OR WORK BEGINNING di THE LIMITS r r rn�n 'o be�ne.ebsea os reau�rea ro iwve ire mei Voh WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITS SAMPLE LAYOUT OF SIGNING FO HEC °aoeo°vonce w° °. 0 DD HDi w,s.z U E O �I Kx LAW �nn ,or«�e,<��a,<ra.o�;ab�<eg aeag O n O r ra,-I.g v<es a 'a LEGEND Z 0 Q ,roe s eorr;soee N b a �O._ ' 'J "s00vele '� rvo essiigic°r svMEo �❑ ��N m when e.renaee a;s+antes occw b<,.«n m;n;mo�.orx snce<e.me Eng;neer.;nspecror s -�jU� `.......... U O ���i azo z*w '°c°+'°" X NOTES ' ne o Lw�I s.sea ms 000i�<ooie rca sneers ror e.osr iDcor.on one soot a o s g s one O Cb SAMPLE'LIT ie OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS soacc0 Yoegu 9eme W RO D O aAczg sr A 5NEE0 K azo �"`j OAD -' � .E'O'D ^x ax° SrAIELW ❑ HEET 2 OF IAEAD /zM EE . rsD°x -srt�'�cwc �°° ='^ cz "onso°or° W g " BARRICADE AND CONSTRUCTION Jew PROJECT LIMIT a,enanae rx°w°, I n,ne e.cea,an a.aop a aPerar ens m R°AD WOK,A ,g —^..-cv t'm;, p one o+nes e.ns or eev oas as co ° -1 ea 1., ,na 1 21g VevE abews ,ne ene Dr rn<w°a"zone ga o,orr apeea m,sign or & SWEET 98 er 188 sawEE 00 XW D D WING No. X ...-.- n cn g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS = � pp) Work zpeed s s hp be re9u atory eIibb-d in a Gordan..wProce tb the" dures for E,-1i,hing Speed Zones:' pod ap 'mTp pyed by IT,T,I,,To,,,,btl,n Commission,epi by city Ordinance when Within InCprpprated city Limits. IVr Reduced speeds should only be posted in the vicinity �tl`Ms,E of work activity and notthroughoutthe entire projeTto csL ITT - If f Regulatory work z speed signs (32-1) shall be r ved LIMITS o covered during.periods when they a not needed. =o ry _ � 8th" f p p p p p p p z WORE I'Ta sna (n a Fo QobOrKIDNE EttNE 70 reZ s"°ew slIr le 'So 0 RZinP SPEED ze 6"� es, 70 es, w sSPEED 70 eaao 6 0 rey 6M� p III}a Q s GUIDANCE FOR USE: �lui p Ed w` U LONG/INTERMEDIATE TERM WORK ZONE SPEED LIMITS GENERAL NOTES 0 stype eed ,l s ould be chided on the deslge p9ala asywnere speed condirol s of ours be sued n e ly r secOons o!eoretructlan E (o ,,d a cet In th and pmodln,onon the geomelrlas to olorp ork ne sd limi g moll be p hold onIs of 0 7 not minimum U g g peed is not ub,ble. .ounIm,Lab xo 3.Speed z Illustrated for one direcllon o!hovel and ore nor y posted s abova�nse hard be pastas aad pi lble taeLtmlt tdM1e motorlpsLswhenew acilvltysl,dscribetl p enL tar-,hdirecdon or lmvel_ In th� ureducedsyeedyfor matorlslsnto s,fly negfopOate the work area,oinNudingPS 4.F epgeOncy andrlr zo,ee speeOd21ipt 2grn ho,Id be� Fprood orsd`mo,,1 p mmol sur ore 1 ea 35 mp and less 02 to t mie Z why geo.etrlcs fdrversa�si g N anstrucllono detours a ao Pe Iblory b eetl mil signs shop 1, do lege and border on o wade reneclive ZE O.� wrath 5 baN:growa o,,�'Renecttve Sheeting.ono BCt411nd K2 N tFa 6. ,bdla,,e ectlon and maintenance of the'ADVAKE SPEED LIMIT"tCW3-111,, O O A,long as any oaf these aondltlopns exlsto e . Theworkzone speed Ilmlt signs u N'iG]-5 Pt po Lie ntl ine'SPEEO LIMIT 112 g snarl not be potl tar sM1ould remain pore. drOCRlly,TbN stroll be considered subs y Ile.502. o W U(] in db-o E�Qm SHORT TERM WORK ZONE SPEED LIMITS aine,w�ee noted under REMOVING OR COVERwe an RGral. n awe.an ess ne w v]~> This type of w ne speed pmlt may be inNuded on the Do,o Te hniques .by hep dare noffic speeds include but ore not li.itetl to SHEET 3 OF]2 W Q barrier.rwhenow olctivltybls Ohl,lO feet pot the traveled way or aotuallye R Flogger i ne sg,Pt , in me tra,elled�rwk C.Portableschanngeable m sage sign lPCMS). om^�rd O shorI T—-b Zan,Speed Limn, awd be p ted and�,ibl,m me E p e.an�mr lraeere a hTaasmn er. W g rer,eelgkl9 s a�lnbe,e Beata iz eeea`when w°'"°` y "°' BARRICADE AND CONSTRUCTION L rsee Rema e ca, e ecwn. WorkeZke Speed Unit,Ma,ld or be Toosieaaa.,apposes u,ea< proem, WORK ZONE SPEED LIMIT 11h' ,e pechc gudance ,o the;eg.ulbi_''k Tonetr,d,eii�saeoT,00iarorm a2oabin the T,00T kfor s P,nn BCl3>-14__ ©,rom'No:=:.,w=_ - - - o sr+rrT 99 pr 166 w k C R D(AWING N0. STR-874 Ec7 g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS = � pp) Work zpeed s s hp be regu otory eIibb-d in a cordon..wProce tb the" dures for E,-1i,hing Speed Zones:' pod apInn, by IT,Texos Tronsporl tl,,,Commission,nor by city O,dlL,T,,when Within InCOrpOrpTed City unit, IVT Reduced speeds should only be posted in the vicinity �tl`Ms,E of work activity and not throughout the entire projeTto csL ITT - If f Regulatory work z speed signs (32-1) shall be r ved LIMITS o covered during periods when they a not needed. =o ry _ � 8th" f p p p p p p p z WORE I'Ta sna (n a Eo QobOrKIDNE EttNE 70 rey-I s"b ew slIr le 'So 0 RylnP SPEED ze 6"� es, 70 es, wJsSPEED 70 ealao 6 0 ree 6M� p III}a Q s GUIDANCE FOR USE: �lui p Ed w` U LONG/INTERMEDIATE TERM WORK ZONE SPEED LIMITS GENERAL NOTES 0 s type eed ,l s ould be Chided on the deslge I.Regulo osy,—k speed eondirol is nt ould be sued n e r sections of coreiructlan E (o eed a eat In th and pmodlll,pllon the geomelrlas toysp olor ork ne d limi g moll be p hold on suppo 1s o1 0 7 not minimum U g g peed is not ub,ble. .ounlinghab xo 3.Speed z Illustrated for one dlrecllon o!hovel and ore nor y posted s abova�nse ould be pastas aad ylvlble laeLtLITtdM1e motorlgsLswhenew acilvltysl,dscribetl p enL tar-,hdirecdon or lmvel_ In th� ureducedsyeedyfor matorlslsnto e,fly negtoptlate the work area,oinNudingPS 4.F epge0ncy ondrlr zo,oe spee0d2;tot 2grn ho,Id be� Fprood ,.d`mo,,1 p mmol suture 1 PO 35 mp and less 02 to I mie Z Hoy geo.etrlcs fdrversa�sl g N anstrucllono detours a ao Regulolo,y d eetl mil signs shop 1, do lege and border on o wade reneclive ZE O.� el wrath 5 baN:growa o,,�'Renecttve Sheeting ono BCt4))nd K2 N r condllons reodity oppo 1,1he driver 1,Fa,bdloo uecTlon and maintenance of IT,DIVAKE SPEED EMIT"EC?N}111,, A,long a of ihe,e mndlTlora exLt,the work zone.peed Ilmlt signs u g snail not be pod tar sM1ould remain pore. drOCRlly,Tbu1 stroll be considered-,idim,to Ile.502. o W U O m LL W SHORT TERM WORK ZONE SPEED LIMITS olne,w'�ee anted undnllnwed. e, REMOVING OR COVERwe yn ectal. unless ne N�`— s type o eed p., may be inNuded on the Do,o Te h�q y p dare troth p ds include but ore not li.itetl to SHEET 3 OF l2 W Q d Thl IM1e 1m wl,con ns W en work s epul`ment ore no ncet R cFl 9uen( mentl help c s ee , r- bawl w oollvllydle Ohl,10 reef o the Trawled way or acWally nt.s ~Z in IT,travelled ow y C.Portobl.s alugeablee sage sign(PCMS), ,T�� Ufa a�W I ONo m sb,r1 T—-b Zan,sped umn, Hold be p„t.d and u;e1m,m me E p e.an�m,1„ae,e y 1;)aasmlt s �� g Y N seaeslgWspiln be°�emo'I,.wvilo iz e,aai_whe,w°'°` 'iz�"° BARRICADE AND CONSTRUCTION '1�w rsee Remn g eon g ecwn. WorkeZke Speed umlii,Ma,ld or be roosieanas p oyes u,.p< proem, WORK ZONE SPEED LIMIT 11h' pechc gudance the c°gm;egalnio,k'�k Tonetraaaeii saenT,00inrorm a204'in m.T,00T kfor s P,nn BCl3>-14__ SHEET 100 of 166 w k C R DT AWING 10. STP-874 Ec7 g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 TYPICAL MINIMUM CLEARANCES FOR LONG TERM AND INTERMEDIATE TERM SIGNS t a b a v a a o [ T: 55 ®d1f>• E®AIU m.mem W®d[4 ROAIN ' aw¢eaoo€aa aw¢a� Qa¢�� - e T e Ile „ 11,E,,—, roe Pov9o4s9ea r„ le o_ „toeto.dolme .. , ly Ile loco, meet,mo toel,ee.e,ommeaaloe 4Ae roto A A .ao,ee.��Km�.s,aRo.AeAa� 9 are o.� �a,.0 9 ,A Peod ewoe A i ATTACHMENT FOR SIGN SUPPORTST, I-AFIINUNC LENUT r "le"ni11e Iv,lope 9 I° Amore o.zT�ioloeooe a Ao.ee:o�ro,e,e,eAl R oeav 9z snail tvm,snat oualia 9 Hou ee a minimum ar i cool aeove a Povemml su�ra,e cut.a mope Ina.2 peel aeove Ne P— ZONE 4 v i,Holl be.emovee of the e.a of Ile wo 1i o Fovea to U 4���0� �oII mo�.ted of Ie I, ,IGN U.,A,eel.atio.e,e Aa.ed e�,to,e 9 „ woo IN qD / ,l,.i,l In , .e,E—o.aA 11l Ile—e,now. Ile I,o,o,lUeGel 1,Ile E.,—, m}0- Q �luioxw w CR©SIM[ moo RK f NO Naos Tnao NOT moAe�.o / de mlorrTa. A AA D y A ��QD� ac sign p m y / l gIEEFINA �`�/ Sbe a1lacM1ed _ o d' cily IS�h,segoMEFTE sues0 // NZ allMn t be us eToo U jU ned o spli�ed by y ew<..le o1—EIN AA e yE coolie 9tl user q q u q 1-1,-- - rmeaemro,,,a plo,l, OnY rtseOshall Wot dbe t, e,-d,d o repaired tto.eo.,e won oe of e.t sH h,Im.,d 0-1 To, mooua.sq a IEle.s ave oumee.s ervall le or 11 s ,i by spfic�ing o wool o�M1er means. Z ,Howl to of ue,ol,e o.a p11 of m Ieo,l me—e gage me-l. n o,.eo,a A ZE N cowl got e: so ae9 ee a qee to tIN,--A Ue.ea a:rvaola oe CID STOP/SLOW PADDLES CONTIACT01 IEIUIEIENII LOS MAINTAINING PERMANENT SIGNS 1 bl IT RIN TRE PROJECT LIMITS " Le,oueape le,�.ae.o�tomonue n e o a wano�l e e e e e Ih: IT A,staw Paee�e,.:e,owe De Aa Ta W Z U p ne IT-1—Paaae enrol ee X7,1'%leaernA"d way eomAl or„o,r. W m LL �O .mtt..m o m�.�m�m �. ore,, w N~ SHEET 4 OF 12 W Q e,to.sF of z to re:o me ea�a oam eP q a a to p a a ee. t o uu co. o.e. a m��l e oe aye. s e a alma. �f K—cn em�e volae=cowl sol ee oe,m�llee 7rm.aa.NnwKari wyo.r wn i— W eP. Wh, m eo.,l,�mo. en,.., g x �Qw BARRICADE AND CONSTRUCTION a a Ih, °" lo- ea The TEMPORARY SIGN NOTES wAAeAOA ae y' _'ve. levAo� oAe,. ,The,1,1-deleve, BC(4 -14-- �. ,n ©,.� _ - serrT 101 a 166 to Item 502 nomeoy .,Fa,e s ou vol be auowea to cores oor o,,tw of to R£WRD DRRWING N0. STR—974 n g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 ss ace ❑ ~�� nx a ecs a°: p° 3, m lyyp � n s ,,, ze ✓ � s..Be, w.° o .. PERFORATED SQUARE METAL TU61NGan SKID MOUNTED WOOD SIGN SUPPORTS LONG/INTERMEDIATE TERM STATIONARY-PORTABLE SKID MOUNTED SIGN SUPPORTS ❑ GROUND MOUNTED SIGN SUPPORTS Tn,monm° romm:°ao�°n 1/1 WEDGE ANCHORSTl v ,,,°, a.elle..a. o °�,we m a¢- e, e°.e'.= =e`,w e° „; flu x w 11 l., 0 OTHER HERDESIGNS �U o o mGENERAL NOTES - mo um svuco U °ee,e wa e wo a ease a m°ee e wooD POST SVSTEM FOR caouND cwnco„e,, em m, °a0V°OVmN °ceee c°.e MOUNTED SIGN SUPPORTS ae" ,y °e E e e,°.. ❑s°°ecIu m.an.°a.°°or w°,I: Ln UP eoLT n no, On cn 12 a n T5 mcw:ger:l°°` .irze SHEET 5 OF 12 W zs' IDT/,s� �� m nol„ ' °°oc.ne.me. i i .� �rrwKOI sre„mm a�W i gcmq m caoo:n: e°s — a.e.xo°,. W g cl- ec1,ill e°aal.. ,tee. BARRICADE AND CONSTRUCTION w ne1° � • ��� a TYPICAL SIGN SUPPORT m SINGLE LEG sa.e.. E Tz BCl5>-14__ SHEET 1025 166 SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS IN acwrem oanwiNc rvo. STP-874 Ec,g E1210J DocUSign Envelope ILE 93524C8C9BAD404&A46F-3BB585OB76E8 V3� RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES 110 ry l jl ITT,Engineer may approve other messages nal spec'fcolly covered Here, Y FIKW '11 K^eh U111 Phase 1: Condition Lists Phose 2: Possible Component Lists - s whim.^ur^a s ee wine.,,n ue Ta Rph� oad/Lane/Ram Closure List Action to Take/Effeel on Travel L...Lion Warning Advance P OtM1er Condition List List LOT List Notice L'isl owe a o^a muni ee a^euro FREEWgv ROMAGE RDW FORM SPEED _--UE_FR Y 5 5 v CLOSED F ROW RRQ�WP�U REPAIRS "�rRS'F X LINES FMm LIMIT Xx AM- 4 a rreeww.e. CLOSED x PM S x,FD1 ROADE SHOULDER LANEF DETOUR RUSE BEFORE MAXIMUM APR X- - aaG =E �,y &oP 'n I EA14s6Ax tiESnSiY'AG - e ee RIGHT RIGHT MERGING CONST STAY ON USE PAST ADVISORY 9 e. ne mezzuee - F onl e gI.n,E Ince ane. B ssxlTT plcuT CLOSED CLOSURESC1AVELANE USRXXXSN TRUCKS xXAX XPAMA (/) Hol.Alli nw,.w Iw,h.e. .w,. _"4L H R NF—WATI 6EPS6E NF5UN OXX Inge I�.r.hwwe^ur 1e ROADWORKPOAGWOPKDELAYS sLAEE'LFv III ED. Go NECH_ I � HOI h- „ere, o ED w IS EV bE�le,ee h^me m ,res hww,e„Ihu inw^ REDUCE D DRIVE w LOSED RITo BE x;P!!?"PFT ExIT SPEED suouLDER WITH TUE ED WATCH ITT e„e a„o„„me. <euiie,^„eh^.^.e,�e.hr h^,�.^^iw,u��e �E"rflPrSs caRE I' E EL, XXX ET A WCOKEPI XXX CMI AY U -- LVD ION,1UH�^an—r m,=I he urea wpm sTnv w LIKE�^Ph—s IN E -D ore vires n area ore axren n C LANme Poo axu^a�ee�^ss-A s ^,w,us,IT ru u^.ce^e,w wu e.u a^^^a uwra oP ZE N O re u1 1 sen N ee m u.e.. ,^re rww . O nm^mea r,hm ue me.,wee u w U p IIn I,a e, ee rO m LK ^w mu,e u^e wee m He 1� IF . r, v W �— Wv4ure woiine,tio,wusrvowe a SHEET 6 OF]2 �W T.I.IA 01 PCMS SIGNS WITHIN THE R.O.W.SHALL BE BEHIND GUARDRAIL OR e ��cn ace o CONCRETE BARRIER OR SHALL HAVE A MINIMUM OF FOUR 141 ,T��^�^1T�^�°^ ore��b a�W u PLASTIC DRUMS PLACED PERPENDICULAR TO TRAFFIC ON THE CgQc UPSTREAM SIDE OF THE PCMS,WHEN EXPOSED TO ONE DIRECTION BARRICADE AND CONSTRUCTION oneTIE I OF TRAFFIC WHEN EXPOSED TO TWO WAY TRAFFIC,THE FOUR DRUMS Jic W SHOULD BE PLACED WITH ONE DRUM AT EACH OF THE FOUR CORNERS OF THE UNIT. PORTABLE CHANGEABLE MESSAGE SIGN (PCMS e h-,1,,H,hl hull 15 n1E,RITTerr IT ee e,e^ ,e w,w The U11M,r,�.5- e.wen The eee w„1 Ih .I B C 6 4-- e ,e r ,eeDs.he,,^ r eee e"1 he ol HE Ter , e e=e"rea^^e.hu^ur,u1e 1,e ©,.rem SHEET 103 rer 166 ,v 11 wee T,simw,le a 111,a,w 15,11,1,1111 rt meals Me Evil,111H ImmIn,e,ueememe au Bcm,rot ins g Tq R£WRD DRRWING N0. STP-874 CS g E1210J DocuSign Envelope ILE 93524C8C9BAD404&A46F-3BB585OB76E8 I RE 10 en oee,� a.o oa a ee.re, SP , w.L or,ne,e�eno.„ball be_,"'Awb. , 1”. � sem— _ weatt,ue,ttommmeo,o �,Ln, 1—a ,,,ollow4„ RETE BARRIER(LPG E CONCRETE TRAFFIC BARRIER(CTB] k RRo .—Ill o 0 0 1 4 CORNER CAUTION41ERNOUNG DIAMOND SATURN 0 :boll nooe o e veow efe,U,e lope,oe:now.�. DELINEATION OF END TREATMENTS B eom.�o mo�ebo,oe, END CTB pSEDS FOR U n( r b IN WORK ZONES DOABLE ARROW LEFT b RIGIT DO n1}aQ. 1111111— I'n,ba�� be �lui x w �o,..ba��be waeee o.e�,ee�ee u,eo,.e.Iamb,floe �I�o.eow,,o the FA—e o w o Ihe BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND ATTENUATORS ,.,,,,me ebe '— .�eae�e woPo( v m bo om a,mow ee w.ow eoo m ' Re n1-1,1 Ns aloe,Um1�T PEOUREMENTSZ 3 N ZEO AIRN C LIM oeo10 o wo a IN,o e s e a�o.o a Mme,no Le o..bown eww a e N,l— a w.e.o� e�.ee. Ana o.�oae� Tre.rFe O`1Dcre are oAIN71 EL �� T I L,hl WARNING LIGITS MOUNTED ON PLASTIC DRUMS ~C,Z �o ere^ ��o�beUo vIha' in o�,eoe, FLASHING ARROW BOARDS �wm o,be,�o meR Abe ee.nee.ebm�e hl, The,o v >— ,ea o ee,�ee m ee�.eme ue 9 me i,o,el Io.e o.eemw,e.o�Ione SHEET IF iz a.Trop c o.e o eieoa.-b�,.wo,��.g r�gme o —in BhIS Ile Ile e �w� e oe��oebl�g.o,Poen ngbi.ba��be oo boebe.oe,ml���e.o��e o.mLw..o e�a�be,. T.,be s on e,wm„bow1e be�I,nli,,I io E,-n. a e,pie�e ane olo�,. TRUCI MOUNTED ATTENUATORS a W Q -- — -- WARNING REFLECTORS MOUNTED ON PLASTIC DRUMS AS A SUBSTITUTE FOP TIRE C ISTEREFF 9UPNl WARNING LIGIIS 1 T-1 ITEA1 on T-7-Ulle, BARRICADE AND CONSTRUCTION ogx oa`� ,be e,�m o,o,�e,«���e o <.,leohr b�,..0 4 9 o.ane ¢w o, ARROW PANEL REFLECTORS�R .bea�.eme.�, Leel z ft d — °„"',S L.eewono�b.,wwe WARNING LIGHTS & ATTENUATOR neo., ,auo.e1 h�.ebe, .eoeeIo.ee,bee.o. eF eo nol h-10 be,efeel--1-,e h BC(7)-14 CE To,ago e�-Me, a Po 0o a ebo��boK N s a o.e,e�,o,e��e r a�a e�Islh ©- _ sr+ccT 104 or 166 I.The mo.mom woe q o wo q e Ieeto,e enowe be me.l—m Io ane,-nel g Mmero ea(owa�,om ibe Tw I DI �a R£WRD DRRWING N0. 1 11 STP-874 n g E1210J DOcuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 GENERAL NOTES 'e� , Iv e.ssiro,a� wo a at, .a:. V3 : 12 21 A. ko „oo Tn:emoa — eSP Ywood Al--Ome or MIIPI sg ra _ bsites shh,II NOT bse FDA d 0n , _ AE oat I—, ■� SIGNS.CHEVRONS,AND VERTICAL PANELS MOUNTED 1,normal P mn mor ON PLASTIC DRUMS ,ubsl�oles IiE,e o.Ine CVmCo. mo.u,oCu�ee g U o,el,Holl Ee o mi.imum o,36 i.cne,o.e CW,6L e51 0^ e m}a FIll �oI„�a�. „,,,,,w�„ x �.In. �lui 0 wIF �� na IF ,oe,eo.I e o 2 e law. lq � 16 RETROREFLECTIVE SHEETINGZE 5 'Ie ee1eApp1e e oho DIRECTIFN INDICATOR BARRICADE DETECTABLE PEDESTRIAN BARRICADES o W BALLAST „,c a„e=,v^v app o.olmm, e �Qm SHEET 8 OF 12 W Q oug t e t�o.stia.ore i�Ia o�� Tho Q � �- 9 /rw.uy.nnwrt riwywomn �Sta�e�N a w Ogg o BARRICADE AND CONSTRUCTION '1�w a��o„a.e.�,000 °""" `°°°. "°`° CHANNELIZING DEVICES 4,T1, Iholea,,,,na a,,,o..ee,,. n, BC(8)-14__ AGES 1O5 er 166 R£WRD DRR ,N0. STR-874 n g E1210J D,,,Sig,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 U.No...e.. town o ry ,II \ VP� o rPivt I I-I6 FO ,o.�oi srvou oe�eauiiea�a moimai�oiaow N x o eta o,,. t U t rz�tto a�ti.�.d t a� t �e ma��r ee�e s ML 19 — lel po—el o.�.o.. CHEVRONS 11 11,110111,,111,1 o31 11 71 x zo ao El 45IS e 495' s4e' 45' 0' a LONGIIUDINAL CIMNELIZING DEVICES 1-1 —IS THY 71. 1� 12. VERTICAL PANELS I,.a.�re.a,a ZE O N dE �rn 1 he u n SUGGESTED MAXIMUM SPACING OF ��N •° ••��. CHANNELIZING DEVICES AND �� sa MINIMUM DESIRABLE TAPER LENGTHS o WUp -,h1 lo .m .moo. c NOS] SHEET 9 of 12 Q Q W Th cn 1x1 EF�f ,.Ma aow OF IID In.I,Ll —1 pe,oln——,6e—,Ihe v owa s oe aue��mea t OW g k ° —1,I°`"`o,m"`. BARRICADE AND CONSTRUCTION w TLI °'O,' lI t t t CHANNELIZING DEVICES Ihere-1, 1311 ee BC 9 14 HOLLOW eORsu WATER BALLASTED SYSTEMS USED AS OPPOSING TRAFFIC LANE DIVIDERS(OTLD) LONGITUDINAL CHANNELIZING DEVICES OR BARRIERS ©prom rvo _ SWEET 1O6 of 166 e�a R£WRD DRRWING N0. STP-874 EcS g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 tpll qua,o E.� C, O PE�:�Ee�EW e PERSPECTIVE VIEW Demur OaanlQox,e „es aem N R,Vd— e LEGEND _ ED ee9eSe I,:5.o ;og a 9 e / ED Y ,n, t.awa,e s ,�,n=, „w„ 1,no s. I�PLAN VIEW e e �ooe�mm�mom�o PLAN VIEW TVPE 3 BARRICADE (POST AND SKID) TYPICAL APPLICATIONWIDENING oho CULVERT WIDE NTNG OR OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS d¢s 0 AOR N.°imam i m> a x7em er Tws oemce siwa Nm ee usED IN ° SII k w` aa€ .°m�°°11 rerl,niK CONES — CS U I4 TYPICAL STRIPING DETAIL FOR BARRICADE RAIL z' ` =° f EDGELINE m�°s� 10 CA�NEDLER � 0 Ho.. 1 O O m;� zTYPICAL PANEL DETAIL Two-DIP—�oees oee-we.,.... T—I.,Make, ,m,I°.,,er eer«°ienre°,° ZE FOB SKID OR POST TYPE BARRICADES „gym, H2O D 12 Ie,, TTisee anon o e so Heeeeo o voaee ooe naa, ToSHEET]N DF I12 R L Q�cn \' O°? W ogk T Soel� J Q w O DO BARRICADE AND CONS TRUON n,., In,,,°e.,m,.�,°�o,no,�m,.�°I�o�„�°I se„�re�,o��°. CHANNELIZING DEVICES IJ BC(10) SHEET 10701 188 _ TRAFFIC CONTROL FOR MATERIAL STOCKPILES °n 0pe R£WRD DRRwMG N0. STR-874 n g E121OJ D,,,SigU Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 T—p—I-y IT HHble R,fIA,J!vA ,I WORK ZONE PAVEMENT MARKINGS Roadway Marker Tabs MATERIAL SPE-1-TI-I GENERAL REMOVAL OF PAVEMENT MARKINGS Ell-AND AE1EI1VEI ONE I'll wnxin ixe Ev mm�s unrtss oixvwue'a�e in t e o s "GI, moll a.emove o.o u e.o a e1u,e ne goo wo ,o e e o Lo��ie. __—�oP N[W___ I fRoui v¢W sm[vi[w Pow o.spec so a s. a usee 1�� FRECABR CATER R_ Y AllE EMS Dasa n ocm�aona wilxe axe 1euu�co poremmt M e TIVE 11-1 . 111 G,F. I,E-1,,, 5 Mneme uoa � w on Poro,1 a1111 o ae a a — N sse`ess�w u°u 1eED E E] ssee bs�wuI nod be sesbee s.kss,rzse v TEMPORARY FLEXIDLEH REFLECTIVEE ROAD WAV MARKER Wuo� sumu s u.Ilse. TABS TO THE PAVEMENT SURFACE oreo Ine s AEE RE1 EE — holl wH Item 662 wont Zone Pavement ll „. aueo�aanee Fovea oovement mo�ne.s moll be w enenee br a snou meet ue e u e mt,ar owts arzarz ot,urea 9 mm4, InlIIE _ RAISED PAVEMENT MARKERS Ell E—Ell, us EM B, m mmue�s me is ee rzocea aau 9 e pai�e�nx U Ma�e,�ol snel�Aea��n�o�E,EOR o NE,, o. M-111 Dena '” rz on,�,., Iwo.,,e,wn, a. rz .oaA l 01 ee�moo,ea o„u,e auo,tiw�a,e Pann oa.emen� III3 a`^ PREFABRICATED eP�AVEMENT�MARKINGS H Semon m aeT.,m�w,I Pe,lo on romol�anee. _ ��1U p X U W e us neai.a pownenT ma y ou,neer HeHe lve. ue esu e eni,m ous MI `nl—Nn,, oo b.,11 ensu—el a Iw o. ,rzaae w a,.=un o1 K,Te,i. '""°`P9nmI E MAINTAINING WORK ZONE PAVEMENT MARKINGS T smuu uana, nuim e,iv„n iue maw.oe,�,,, E e U 4 SZ eaNee�nwee��ow w�ao���e o.m szz. �1a�e�o��ic eam�ol RAISED PAVEMENT MARKERS USED AS GUIDEMARKS III AII hll le 1— ,eE-a oa woe eo ° Al p o ue,,ee m ins,ams man,eoew,.,. `e'"oo�o,�a:a a�oao•oiee ZE N Sp �eo��on nem eez �me a Pe,e o�ue aneano,w Pe P°a:u�ra�a:. m.au,,,raa,.o�m, oo a,i�e m.In�,m W m w„nE row rive,ensn�.e,.i,�oa win wnKe v SHEET 1]of 12 14 14 Ow 7t �aEIn s�"a"sb cz -E5 BARRICADE AND CONSTRUCTION �i,w PAVEMENT MARKINGS OF BC(11)-14_ SHEET 108Ef 166 Ada R£WRD DRRWING N0. STFS 874 cc1 g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 US STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS1� PAVEMENT MARKING PATTERNSlo I DOUBLE 1 00 "000 NO PASSING � . �wellow yellow i VTIAP��o°o°000°000°T 1 oo�o 7 °000°000°° LINE 1111— reeaemoreaeo PavErnENT A-1- 11„esti a aal�se%'aavErneN,rn.akees-Pa„esti a SOLID EDGE LINE °e'°c -A°,II-q° 0 0 0 oy°o�o 0 0°o - a . e II°-A a LINES OR SINGLE ° o%oA �° NO PASSING LINE E ° o. E. w �7 Yelle e oo �0000°; ° ° v law &oP ° 11 — a= reeaEc*are¢Eo enveuer�� .e°°. a rery e eusEo aavEwem*wnaxEe e o-n LINE °"�! nuu°°s P.r°1,rim,e°m° a v nerw,.°m,,e z e a ee,. s PnTTEreN WIDE .: s 0 0 0 0 0 0 0 0 0 0 0 �7A CENTER LINE & NO-PASSING ZONE BARRIER LINES FOR TWO-LANE, TWO-WAY HIGHWAYS �e a .°°°°°°° °°° CENTER 0 0 0 0 o o 0 °w e eaLINE a OR o°o°000°°oo° LINEox 4),Pal'o° oo°000 oi° o o° BROKEN o __ e wnn �e e e °°° °°�° °o°� °°°°°°°°°°° LINES °eEeeE�°oelieo Pa°eti, ° a�P anls<o PnverneM r�wekees E IS P me a e n,. a, ,I e , ° I c AuxluARv OR U EDGE &LANE LINES FOR DIVIDED HIGHWAYLANEDROP LME Fe °°° °°° PeI� °°° a °, I3 IA o......l000°000°°000 ....°000°o°o°ooa 6EASE SIIZE ELY FAVEMEN,MAR HERE EEcn In E«ES��a° PE.E.A-1— o o � °� M Io P �Ek H�,° .e,= w�o LANE &°CENTER^9LINES FOR MULTILANE UNDIVIDED HIGHWAYS .n,°°.. 0L9ee porenen1no""' cwiri�.eov .o„o ee gree o. a g gOn �m SHEET]2 OF 12 Q' yr. rem w e _<E °°° oo°�o°o°000°o> 0°0080°000°000°oo �g� eII BARRICADE AND CONSTRUCTION w PAVEMENT MARKING PATTERNS 4� e eo °°° °°° ° OF °� °°°P° yam H,z HasEH P°°ENEN,N.kEHs. BC(12)-14_ m° a , ,.11,o,1-Pak,.,..m ,% rulsEo PavEr�EM r,wHkEes ©,.°��s�.a'.�99°_ - - 8 sGEET 109 a 166 _ TWO-WAY LEFT TURN LANE w acco�w DanwiNG No. STP-874 ,Gg E121OJ D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 TYPICAL ACCESSIBLE PARKING SPACE DIMENSIONS PAVEMENT MARKINGS ti 21 moo. 24l v� =re _ mE With 0 oE_ '0 n„R Back9rou nd �,s„a �' 6 aa. — ��� 0 � Syrr,eol Only a -E al _— O 1 HANDICAPPED PARKING SIGN \ a _RESERVED � pCCggODM IT In1W WD�VV ° 'M E- a. o� re.R R7-8 P aEEEaE�4,o„E65 o,rio IEN� m R re aPo.a,a..a o 0 110,1 see t e a ® a Se.,�epooea a=ro�=T a�spo roto �� c � as a�,�,e�e�g 7 PAVEMENT MARKINGS ¢�� AND SIGNING FOR C) ACCESSIBLE PARKING ��w PM(AP) 98 z a a sRrrr 1 10 or 166 o R£WRD DRRWING N0. STR-874 cn g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 GENERAL NOTES 1 the � esbe wne� r �e beaeo��_ =tt , Nntt e, us. Roaae�ee ��mb��ee to,t�,tne, —Note T, � 2 On InIlo dg,It 11 1h _ a �o Powe,ea tae 9 mb ee ,oa Note a Ma,e,�a�P,oeuee, �Ptt the 9 r ,att,e 9 �o,e O —_ tha�ttm 665 ti., e F�a 9 a.n�Atttmblittmo�ht�a a v o `lee`�ote a, 8,U11.11 m 0— b, �ota��owed w��� �e�e�v et e1-11 9t1. ��� _ — t=ee'Ni 9, Cul o x —— 10. .o.,usee wa,e.,�n,b,eaeawa e�ee,.�ea�eo��e�,o.e to. � 11- ote 4, at 1-1 E It,obone the s!—A o,000eme t e ode a,thn edge or the,00a. 2,11 snee,e> �ceP Noce��� --d Roa ZE O N ~^ Z be 1,blee to,they,�ntenaea o„pole- s NIC --d,oa eo oe—11 ^- N O 13.[,eu,e heightor g na below,00 of-eno,boi,e. z W�Z Uw M U FRONT SIDE a ro_u m a FoIlIg M ROADSIDE FLASHING a,eahawa,eaee LINE LOAo BEACON ASSEMBLY a �o�e�eto, RFBA-13 NON-FUSED BREAKAWAY ELECTRICAL CONNECTORS o serrE111 or 166 NON-FUSED BREAKAWAY ELECTRICAL CONNECTORS EXPLODED VIEW113 o R£WRD DRRWING N0. STP-874 n g E1210J DocuSign Envelope IE)93524C8C9BAD404B-A46F-3BB585OB76E8 I P11-1 11-INI'Ll 2, OND 1111 1 1 11ILL NO 11 N FF �A CP RrzO-s &®AG[q®fdK (TUEREN ANON(,)To snNCT coNsaucTioN PunsEs PEANNED EOR suis PRa[cT) © @dID9X fA06G'i�I c o-,nTR O RD°WK ED cuANCRSEBE I.E o HEDER Too NO EV TUE MEDw ENMONEEre ewo wE oxs Na.aE P`l'FI` oMwore TreATTc BEGIN IfLt tt P9FEED L`jel,YY NVRK crzo-s 0° Ra-z MPACTE3 N AccBDANCE w-TUE PEANs ZGNE ® c:a,aT sPE,T CAT orvs nrvo TrenrTc caN,reaT_N. m 'NEw p ,Y BY®IXld Ts s wLL DE NsuEE3 Mo 0 ON TUE soVTu INE wTU N puns£ eus IND `CEII NAME ncNs suuE BE F Iff oN DRUMs NEAR TUE fN� - g®IXE Nio-s ENTRANCE PER DETAIL z eLTow. o s 0 —�B �. rerzo-s PTrouE 61W0PC`E NON" ON F,SFoT" BE PRioR To coMMMciNc cONSTRVC,iON�ND/o Rs cuE'ITSV N TRAETic PAnERNs. RBNDE PCMB ONE wLED a a DN TnE ED n EDE BREED DDNDE AETERNA,Erz wEE BE NIZEED ND wDR1 © EunTT NE P`IF"Ll ED Du,DT EEDDEN�E uNTEEE nDTUDreEED'I Ire.reEPreEEENT<TreE <\��g� INDENE, oMMINI, DO E D 0<?> l0NT,,T_ O MD ED E ATT NDVEreN. "ME,cONTRBE PEAK AND TUE TE.A=ELL FID s DscO1RED.TUE TE.A= ClFCF Il IF N FF D111 11T IF C SH LL BEMM IHEN �,,E A E=wTT RE DN END D END DN DE wTUN PURSE TURES EMNrz �1 Dre wTT uE re 1 +t LEPPR EP a�°aFP DEVCEE PND renND DDreND E u,NP PUREE nND TreAN1re re D �DN TD DPEN �DN D PREP£ Ery DARK nDE TEN NN=WATT DE DENS,PDT.ET TEN, DRANNE . D TIE LIC CBF �\ NEE BE TR�E�rz IE ED DEB PREM DR TD PB�AVE THIS ��POF"BrzED EBR rzEBPE PRBTErzTIBN w�EE BE S BID o DrvoiTioe�a D�reEIED MN.DuE MD�NEELF R TRA<E�O IONTRDE DEMCEs—RE-IDLED TB M III}0- D ¢s © D R,-rz �ER��DE DreT N�����P EE o w w ENNT I'll F`DGH 4 "PEa°PLD�wRE�EDR TAPER,wEas(svncwc ,� N , DE wn. ENE�EDBATEE.N re��ED�Tu o w/ (i' REEEE�DP��D, EDDE BE PF—E T oR NEw PlBT. ,,.THE NEN,RFcTBR311DLL BaNTwN EL IED—Olv s1Ns DBN�NB coN—ITIoN. ° o Ea pEErzNB RE� QNB __ ___ �s MDBN,�ND NOFT BN RNINN NBNE MAY BE BRBBND MBBNTED OR BN ENDINEER--ED PODLAaEE =T P_ REEEErzTOR�EED a DN�ND,R �c EN D=EEo ED, - - THE °,Bwre-,SEM o CLD NPDreTANEE AE��EAE P EE DT PILIPE M EDB£ -N reE�o�/M DNN�:,�P°a°—Ey�,°°"N°°I`��DN,reDED p N�D DEMF OIL PE PADET-3 10 EN—E Lo`EE DF—GE EDRT 0,NEPARATEEV R o rzN-EE D�RErzT�DN oT,RAET�< NDreADE F —M E'ERo TE„Tre �DEreED EBBE D�A,TD uE TreATT ND PT�NTEB AOR POR T N,E T� T TEMPBRARn PA�EMENTE MAY Ow IT[M aRn TYPICAL EDGE TREATMENT DETAIL E” y ,£MPD sDN,�n�3 xxxeee .... B ENE BNE- 111E ore—1-1NE NBreEACE IE<MEN s NEEDED_ ZE EnsTTNB s�BNwIED�NTENIEETION DT waren. sN E E N N�DEB DETECT�BN cAMERAs AT ANTER E��DNs BPBN cBMPEE,�BN DE PN Es o o ��N aovREs'9 C"NTOODDETouaLLs AND T1 ARE m PnNEucr xnTu TRAEEic coN,Ro/_D NE W U Z<w= O BUSINES Nc DEPARTMENT I EEnn T raLEN.1—1 PRioR �� �� DO-I TD r+nuiNG nrvo—E I—NE,ore_E cTosure[s. Q O o Z ddffi�d eW2o-33 - rvorv-reEMotiaTE PwN, BN T[MPORARr PAVEMENT rvPE B IMAc PAVELo`MENTLOT AND E.eiSNNB PAVEMENT Ec,core uu,E DEurvwnory aE <S``````� - 'H TUE M LEER, 11TUE 11-1 of servs TB MEn FIELD eorvoniBrvs.AS,asreovEo ore DIN—ED O K By© DII-3A DO D,,EARD mZBwanoN. P�TBT AEumTE BPEren=ares nrrE recou�recD Ta HIE n P.1—m-1 DT W o�' 21,D—NICE—N NO 5 FEE 511L IN FBI IE ® reE- - uk,cBNcreeTE EL TN ore s,reEET Duw.T�DN DE'HE PreBTER. DE PiacEo PRiDR To TUE sT ART oN wo�Ro aN3 sscENE REMArec,�DEs IN HMFl l%TEH EE NBL EMENT ON �o-,oT I -_ „T. IN coNs,RDOTIoN£ONE. NO DDDTON„DDE TNENEND�ER DE,o THE NDONTRADTOR EOR—NBBNEII IDENTIFIED SBNs ROBED a sr+rrr 112 Dr 166 o—L,N IENTEI n BUSINESS SIGN PLACEMENT DETAIL 27 R£WRD DRRWING N0. w®ma ®uce - ""E NT.re. oNEI BYN DP BBED�NATE TP, " L BPERAT�0 BN,NE EAs smE oE,NE PRwECT nT STR-874 OO a w¢as x moa¢ rzo-,DTE -FFD---NG T�reN,,.NE N�wDEII En g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 o R*c) Two Daus o1 FEss—acol FE S 12-1011 Nm rcna oN. �a orv.*cMvorenrev c�osurecs COP .r..J 1� FEFFl Eo E1[ c-1EADs AND Dn[cioN 1.NEl SIT a[D1a[D. -'Mus eE o�EaM r AEIllrvm ry y �1-(ccEnn)rv.axEOEres rveEEiu (��II FFEL oF 1ININF1-1=HALLIFEIEEN IE—E 1. .1E 1 FIL aaca,o are rv1 DNCE,EM1011 INNAL=AA IEMOID E.o ^ ==MILE5olElIAND, Ea,sR ToIFONTElNNZC1AL FTI EDl 1LF All EOa FDE DEM1 =—11MEM 1D1.HOES,LAELMNO�N,DP�EL"A`FL�FILFO TLNIZ 1E1Ew 11.SEIac—N AR o.1Erew�reE 1ECD.nrelc.�o.re1�.�o.E.�S FLreEaccDMMD .Ere1.��rere�reEc.Ere m}}aQ s o W w U 0 � E U U ZE N o No N � O C�� � j$ o�zS WgW �o J W W zo U SHEET 113 1T 166 o RECORD D(AWINC NO STR-874 cn g E1210J D,,,Sig,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 Ererv�E,Ams—El ujP z Q P _ o ?�o� ?�' ---e° m ... .. 4W��- PHASE 3 G W o I > .. =-. ,AlE z m --� -- --� mL _-1L -1 1 m}}0-s TRAFFIC CONTROL PHASING PLAN sem,.,-:� o � E � ® U !o W w QST ZE o �0 -> o32 +-% PHASE o 0o g �z n wU ?I Foo ao.00 �+ �r rr s C ' Q i I I I i � ° EEreE�p oo PHASE, C)wga G` w PHASE z PHASE PHASE a a sr+ccE 114or 166 TRAFFIC CONTROL PHASING PLAN accarere oaAwimc rvo STR-874 En g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 consul rANiS SUCEi Q Q Y O \� o o N ———— — H o;oo rRl ,s,00 zwoo zs,00 ao —___________ __ I I I I + _�_�. ��_�. __�_______________�______ _ _____�____________ __ M o � PHASE 2 / F L__JL / v o � TRAFFIC CONTROL PLAN KEY � E l � 4kzs � v~i ❑ � z /� v~i IL w N -- ,�,a� , z'o HASE 4 ev_ z U tddd g p N i 7 _ 1 _ 7 _ _ _ _7 pyo a �oN o nn _ s o n;nn n,no z PHASE I 1nI � m l C) � / � / i W ❑ U JAW 1 Il � a SHEET115a 166 � acww oanwiec rvo. TRAFFIC CONTROL PLAN KEY STR-874 - srw�.,-zoo - n g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 W o ¢ j N G10 + + 0 P K ❑ 4� a N FD PARD ST�� gADVAiNCE WARNING SIGNS - sem,�-zao in 2 U m}}0-s Q,W w P � 2 F ❑ 9�T o N U � ,zo +,zo.00 ? $ tE6PARB-ST — _ - _ _ __ __ ZE O N � W2SO w o m c 0 m o �p m � aow ADVANCE WARNING SIGNS swrrr 116 a 166 o RECORD D(AWINC NO STR-874 n g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 I I a -ri S ti ,II'*a ET R R S—E l cT PG-ER, D<re Lry E8P ogre TUEEo,ArvD BUFFALO sr. R,-11D REP,D ure P 1 I LL IREIu cDureD�—E wreu b I b _'E"E, a 0 DDurvE=sEs �PreDrvDE reDsrvE=�11.EDre�� I I. I — `,QRST wTu or mous m rvAIIIry - S-E 1 1-11-10-e u eECD o uoTORlss�Ex�rvc ANTELOPE ST. SEE rvmE s L - 185'DRUM MERGE TAPER — DURATION of TUE D oVEIAENT5. iory PEreioo ® fl � 1 _ LEOPPR 57.IIAPR V III ��.1111-re.-011CM AT E �D�RPrv� a ®q _ RRIocE CON51rery TAI ry TUE_,'Ej_To TUE wrereore SIDE STREET CONSTRUCTION SIDE U rvs AID D111-rs'5E 5., es III}0- H'TTM oF ¢s „—T—I 111-11E l� 0 v o 10NST11-10N—E o r I II U I � I � oR ureDME D<DE 85'DRUM SHIFTING TAPER IN 3O O In eq N I W In ~C, z I o WUO I I ITEe SEE NOTI V 2:1 I I I J A W TYPICAL TAPER AND TRANSITION DETAILS DRIVE-WAY ACCESS CONSTRUCTION ZONE awE.rvT.E. SHEET 1 1 7 a 166 o RECORD D(AWINC NO STFS 874 Ec,g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 O= eE�ry vaPM a reEMw s�o MT a.ao� P j LEOPARD ST. a a LE.11]IT.e a a + -oo1-1............ zTroo..._._._._._.__.._..__.— xeroo ssroo_. •"•_•_� ,.EOF '�^ _ _ ---- —M� — -- _ —� e__._. lEIll 1211 1'IA—(h w1IF—BILK �LcLo IT a _ reEc!ry EEM�,a rerere ro - Ervo 111w—IE FlEB ` x x x—x x—x IEA 12 A IF io n)R(.00RR* n BEciry xrzPM In W.2e.oe m .SFAe IEI I ELI ELL2 PE.ry EEM Ew,a PA°twi BEE-IIP.e BEMov BBC nh.1—IT C�MreoE rv,�rew.T�uE U ,.�,E o�ii oHo sreE�adore EoEHo"oHo F re,.;ioHsoEE TRAFFIC CONTROL PLAN - BEGIN TO STA 30+00 III 0- } s uwE o reEo "" PBDB,D s T„c, c o BEP E o O W w L� 3.PBOWOE acC—reo DB'uEwars I ur,IMEs.Co ID—E vmry.1-EssEs. L IIFEI 11 1.111 c 1111111-1 NATCHLINE STA 21+00 4-corvTreo-yore EreALE—111E—LESS E1-—ALL—LESEEs_ o uE. Ervc wEPM BEMox PPre cPE 11), LF E P c ® mo F,IEio F-I F'o�,�oE`�oenus crven�E*sone sail oEParva.wim, °ore ,.. QOM N (MLE"EC,�Drvs.- ,_ase-,tee):wrere reE eE,e MCTere�ETE�Ewrvc,�cCE A, ELI PaE D llrnT —DBe EB, FE 1IMPLETE MAMALLLF rv�E Ee oE:R EBc�TrvP rvsTBDCT�ory PEB�ID DDBrv,�ory of 7EA EEOPxBD IT. BEM w2PM w BEMov BL M 1-12 {� iMPaavEMErvres. ELI—M 4'IEMFl o I21M 4 re enc( ,Pe oo'(�(� _ �l/ {I 0 e - Mov o oei(h0�soo�re reo wAS”oIFscrvs reivi A er MmE ELLE BDL Z Ery rvory-reEML vF-14')(w)reRo(i / MV EELL 4(Ta')(w)reLL A oE(L)E E T.corvTBacreoB of - OOO E rvo Eu s eEairy Eu orvI s rvc F E c�w�r" Do Eu Ervo Epieeeiry E eeeiry Epi rvory-reEMo � i a LEOPARD ST. 11 c___._e_._.W ..__._. ...... ............ ._._.._.__Dery LEOPPRD Foo- "_ roo // 1210F 1+IF 11— 15N �WQ QQo PLAII _ aow 7 a J d W (F_s LTAL L) 0 a17 ITTAA ¢ Es mr<D).D>> 1—4 I—IF BE'm.+T1.00 E, sr+rrr 1 18 If 166 o RECORD D(AWINC NO NATCHLINE"F L19+00 TRAFFIC CONTROL PLAN - STA 30+00 TO STA 35+00 STR-874 11 41 ECP g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 ® III CE N � � Ero w a �Sti °n eE�°"n° —��o c a LEOPARD ST. a +---------- _._.,,_._„_._._„__.._..__._._._._. ._._.__.._..__._._._._._.._.__.._.._._._._._._.._..__.._.._._._._._._.._..__._.._._._._._.__.._..__._.- + - a E, aF�,l F,F s=�«�a EOR"�o�o" o°R°El.�o��."A�re��MR°L n�-IEw TRAFFIC CONTROL PLAN - STA 35+00 TO STA 40+00 '""""'"��Pre�ore,o Ere�E.�nu,reos:�s,wo reEP".CE�n III 0- 1, Oj�� }0-X s a e —.0 ,.PI—E III 111 IIIIE-1<_,LL 11-1..Cc FI—E-1 reuE1-1— p L� P.-T-Fe sn-I-IFE eusnEss s�cn Poe�E eusnEss�s. " ° o ® IF W �. .—. D ❑ oreE ��`�oreP��so�rereRsr�E:`re«i�ws�or`a�EareRre � cEI-EI. FwreE�Eo MIU _ IS . OZE EooreuM MEreoE mreoso o E 'n LEOPARD ST. a+ so'win = �J d W Z - oo a��oo ® ® �F C)�� I 0 Wg� 0 O Eno sPIP.Inc,PPEe 1-10 P, SHEE 1 19 a 166 RECORD DPAWIN1 NO TT AFFIC CONTROL PLAN - STA 40+00 TO STA 45+00 STR-874 En g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 PORT AVE. ® ®I + + oN o EH- .ERE.IER 21,11 IT �o oau�.Tar.IER 1111 RT aro�� ����a TIER,zoo RT TRAFFIC CONTROL PLAN - BEGIN TO STA 17+00 III 0- }}Kkw` uw��—.o � Illi O W 0 ti® ® �o rr E �t =rr a core��r�o�o���°a°=z,�o ti aro��KRT���—ELI °o;=.AIo,oo D110 OE13E—El o LT �RE.IIIEo. o REP�� P�E coo eonaNT Es BOII—E seusrvrss sory rare SON SLL u rvo orerwr M. ff-T--tt b b _p b n� a o0 ll IE,I— - - "TI_F cw Pus 111— z wC Z o o. 1 I—IDI ®� ®► �� PORT AVE. Mo=ore�sTs a ll I „T�-11-0— m PORT AVE. sT.�MPreouEM�Hs, ouen,�oN oT THe LmP�ao aE- W vny M1.1 aroR�sTs, e�Pma SIT aerary Isere er g s � 9 � i x°O SHEET 120a 166 o RECORD D(AWINC NO TRAFFIC CONTROL PLAN - -A 17+00 TO STA 19+00 � TRAFFIC CONTROL PLAN -STA 21+00 TO END STR-874 uv�r,-ao uu��-ao - c,g E1210J D,,,Sig,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 N �Y<AW R�NC�DR _ 2 + —+ o = m m}a a res ® m o �lui x w WZPM RE—no(W) eN oa —M IE—oaf m w11-1M RE1 o SI IT z F F o TRAFFIC CONTROL PLAN — BEGIN TO STA 10+00 U � ro _REFoF io oHo 11EE1 re Fore EEaEHo,moo oreareE"<.�oHs °oH.reoE�rere,.,�EE ,_T P"E ns eEooiaeo. 'M"�"`s°reore=o 1-1—=re�F�c,wo reEE�E 3 a.vreo-E nxEss*o orervervnrs n, moreown,E ZE�N a.coManc*oa s«u�areovloE ausmEss scN Foa u�ausmEssFs �3 p Poo/are�recEac<=�oH w.=�ollIF�corevus crereRsFiire re FF,s�-L."'-, w m s (ry H.suwns-Ec,-ers-�re,oT:W"1EI—I 1a M-11—1Ewwc I—E I =Eresec=�aHs ��Q�1 e� rwcE Foa I—MEM-1. "sreuc=!aH vcre�oo ouw.=�oH oF,reE EEov,wo n_ z+ To ENsuaE'LL s...Two T"P""E cTE"L,"'LE er MoT_T, reorel W g Oc SHEET 121 a 166 o RECORD D(AWINC NO STFS 974 Ec,g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 NON REMOV(248N0 a L ppp... E M. d wzvM I'm"( I(I) v LS foRoo).,oo T ,lr Ore,,E �n oN�Mov� R I, (—F)sPs00 , Rkww FP FE cv EizPiwi`a III m a }-. REM a LEOPARDST. a ( "P-IE --------------- „400 -I oa _ s O 11 14 BmiN swmmc IIER, T ❑ �,,.o . ll oN- o�(�.�(�re�r m Rech oreuMs eEuov o e� z TEncPORN �Nsu ❑ N in F" r`- a�-ryorere< NI 111T O�T�oN NOTE ,w m �°�,`a��(',urO`EreEE.re EOre EEOENOE,uro b Replace m NES PRuE res'EOmreeo. 11-,O-1-TreoTre1 IN,, TRAFFIC CONTROL PLAN - STA 10+00 TO STA 15+00 T. n ��,-,R �lui o w w N"NE"E' °°reMEwAn<kE M6.OOOreON<E 4.OONT-Tore swore P-IFFE-IFEll roti-o<E reOE�NE�Ea o 1,IONR-1.1 1E�-FF ON ND""NATE-of-Ill cIRisi IIRI- w E MmoeisTI NEINN ANc"E`ai�r EER ic'i Ns'eion'MTR REc4Ros To Q r ® U NnROc�ON PF2I OO ATON olF - reE M EEOP,10 s_�M—EMENTE QPM 4 NONN-PENN EEre rvn TFE NNIFE MPINFEC 10 mORiss NsureE uE s�aNs v4o s,re�Pwo,wE cEE,aE.NseEE ar O N ZE a C� LEOPARD ST. N a 11 MN LE'DIAID s.G Q 4 0 OQ] LLQ+ e� 1~/l oa o C � 2 Q � — _ I sr+rci 122 or 1 66 RECORD D(AWINC NO TT APFlC CONTROL PLAN - STA 15+00 TO STA 20+00 STR-874 � En g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 LLJ mzzu a rvory reaMovaso - LEOPARD ST. o �ororeo 57.¢u+i o N a a Z nw 21- `—T—.11—ESIEET e roa LE-1——EIIaImns. I U m ne*T annsE ns erowam. 111'ns1 Ere�ore To "Fl—TI-11ono IEILIE AFFIC CONTROL PLAN — STA 20+00 TO STA 25+00 III a I ¢s Eaa�aa—Ell aa-1-1o,ILL T�Mas�oreo�n<,a umn answnEssEs_ n TRs�L - °oioR ° s;oi� n aEE.wos To M-11—nE-� —LE I nate roa ��aao��rM<. n=,an�T�on Era�oo on,,,�on or Tur LraEoao=,_ Q a< m To rns.ar aLE s�anE ana ETalP�na aar aElREv nsa�ev ao*oa�sTs. "'"' �l as, —1— La 1� � z SON O o a LEOPARD ST. + so'um = WUO +. .__.._..__. ._._. .__.._..__._._._._._...__.._.._._._._._. ._..__._.._._._._._._.._..__._._._._._._. sEaaoao s,_ v o W _.._..__._._._._._.._,__.._.._._._. .._,__.._.._._.__._.__....__._.._. Nc�O e� Foo Z o CY oQo aow s a OW M. `7EN TRAFFIC CONTROL PLAN — STA 25+00 TO STA 30+0010J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 ecET MATCHLINE STA 21+00 BEN DRR. /oma END-P a aE PEN Ell ��� 400 ILLI oN EaE�O�s D PB 4 N .y s O U om Ell EEM. —Ell(� ��E�M. R° END ELI.<E, R aECN EeM. E.T eNoeeM<<�,= aEaNEeM. �.E aE0 a T / LEOPARD ST. ._._._.._.._sa .---------- .__. ----------- o 1111L 2 111 I'll o (PELLET) scrwe 1' B is I ILII,ii 11 \ o BL M.�.��IT EE_ 4 REMO� I = MATCHLINE ST 1M19000 Vi\ TRAFFIC CONTROL PLAN - STA 30+00 TO END B � Ewe,_ 0 0- LEOPARD n. _ c sue *reo corys PAI-1i— ¢ (i ar zj orvo sIEEr a core eEOENo orvo oeereenn*iorvs U ILL IIEI 2,0 CURB&GUTTER a ALIU IEL—1 ezeNoI'll OF IE NA 1LATE1 Rm_FF,EAGL L rve ALTEE TT TeresEc�iarvs N �^ raDE EOR Z — imPROEEmENTs. "sreue�iaN PEreioo ouw.TiDN of TSE eECO voreo s_ O m 1 f P�E WORK=ONE TO ENsIRE IL�IIN='ND 1RPNO"E LEEO�,"ELL MOTORs<s. ROeE THE ��� z� C) WEPM 4 NON-REMOV 5LD DE,z ro WZPM 4 NON-REMOE`SLI(WP \\ TRAFFIC CONTROL PLAN - PHASE 2 TYPICAL SECTION SHEET 124E,166 s�E.,_,o R£w�w oanwiec rvo. STR-874 n g E1210J D,,,Sig,Envelope ILE 93524C8C9BAD404&A46F-3BB5850B76E8 END DRuxts 2.43 EE-sun IIEI IM O • O PORTAVE PORT AVE. -j— EE- Eur DID.-El TRAFFIC CONTROL PLAN — BEGIN TO STA 17+00 uwr�-.D � Illi O W 0 ® ® �OTr= E %DE.D rDa Tr�'0D o �D tiFL W E—„4T DD�aTD r���D ara� IEI auIIc 1,PEOELEO DE ..D�aa,T__LE,_7 TLMr= '�eusrvcsscs. aaowDE ausmEss scN roa ZE O N O 2 O Ti. e aro RORNacE O N m DD° I• e,DD �i a oToassv „Tl E.IDIT.EwcEa oNgrc o Who a m D Duren-ar Tuc EM PORT AVE. TroaaaD s.�uaaovr�rNTs. C� _ oo vaov�i w w ny rnmoe�ss —LG IE Ccc,.rec.I—LE ar ` g a „ TELD Lo ecce vcnirx Pose 1s—D),n.aD IT S� 9 i x00 S:+rrr 125 Dr 1 66 o RECORD D(AWINC NO TRAFFIC CONTROL PLAN — -A 17+00 TO STA 19+00 � TRAFFIC CONTROL PLAN —STA 21+00 TO END STR-874 uvea,-ao tea'-ao � - n%E1210J D,,,Sig,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 (ro�uo)nc -dam C7 Il ® —El DP E'I IF,.00 REMOP I`I�w� EE a ® ® • e e ) 0 -00 —� s.g 11+00 12+00 13+00 1$ w + a LEOPARD ST. 0 0 � ,�,00 �a,00 � a U RE D�m B�R Ta _ ttl T ie 9s L. EII Z IE-1 ILI(w)PER ENI$HIETN PEMOV 5LD"T,Ery e�MSIA Es EFI xrzsu a rvory (W).Iff E` Q Ha,(;ov T2110 EEFEE:�eEO cEND uED aesPEmaFEs1 s, DIFnc coMaoE NutRAEiuE reEMo�tEa x�„ a 0 D 0 wEPM ry ry PEMDP 2,FEMOFE Dsk�tiss IF-TD 1-1-TIAEFII-IEPICE x �ry FEFF_,E"REo0�_ T T TI , STH TRAFFIC CONTROL PLAN - BEGIN TO STA 15+00 III} k s ,.1OFT D.TIl s-�Preo m oDE�H I-IFF1ILDILL-IFEllE Dus NEs�s n s� -o �lui p W w U~ s.'2lD Turns.e.e s�ClA`Fc"Pus..MimE.a<sl C MIF D P IT`ENT wTu IE—El To MIToais s IF—A—E I o F,E C eu LEFE, ,T..Fi',PE","ATi0,of TUE LDPA D s. rvmE Eore W ® U E ,0 �EI=,R�P�FOTI "E HsoEE 0.MDTDR�nE_ R°EES TFE z ZE K2N m LEOPARD ST. a O p N o W O LL W Q _ Z o C��ut o C) i �g� M w -IM I rvory-1—sso(w) EL —M w NON-l—ILD DIS m swEET126a 166 o RECORD D(AWINC NO TT AFFIL CONTROL PLAN - STA 15+00 TO STA 20+00 STR-874 "d-� cn g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 t O LEOPARD-ST. LE0 + 0 0 n o 57.¢ n - + r F � ""rx it oa ti-SPEET e roe TE—D allo aaeaevu*ioNs. c coMreo�Nu�aaxis o �„ oN EEox s � N HEx,_,E reEDnreEo. "r"mas 11-,o 1-1-TI-11 allo arPiacr nM,NDN-erMox ETn naT m U a.P—DE uCEII To DaiuEwnre I uE TIOE1..C-11 TE x Tn eosNrssrs vl TRAFFIC CONTROL PLAN - STA 20+00 TO STA 25+00 III a k w CONT—TOR 5 `oN°w� ss AND Eoaa°NATE aP"`:A `�LT o°<"�°ErvT ��, �lu O w warn-N—EDS-DZD- 10) aTa O MOT-ITI—ND A-E I L� o �NTEaTr��DNE. o M—E—TN. Ns<aD.�DN PE",DDaAT�DN Dr,nr�DP,�D "°" ,D E-1E,nr E�—LLnN��D sn�P�Na,�E NTE,�T.NsaTE a.MDTnxnE. aDlr� ?� N P Z � SON oa LEOPARD STR+ wQ Z - wn s.¢ 21101 Eo ren o�Um 0 w n w w v1~>� J C) o —M a NON-P— ILD m �M x NDN-nEMnx ETD�w� o sr+rcr 127 nr 166 DRRWING N0. TRAFFIC CONTROL PLAN - STA 25+00 TO STA 30+00 REl STR-874 � cn g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 CONSUt MATCH LINl STA 21+00 erET osM.sv me c�orv,uwx °V IFITI 21 IEE Pore,av °' 33 EllEllBz m;'IDz o _ o w o / LEOPARD ST. J o0 a R + 00 ® 3300 34 00 EOPaxo s.e 40°+ N° a W n - - POE oR; Ec n°n REMw E..,w,„EE III I '=�l 1'w;s as RT PM NON-REMOV z4, ,o EE P ro w 2 \ wzPw REuov� oeL ee. U QO P° < v \ ENI o EI I MATCH LINE STA 19+00 TRAFFIC CONTROLPLAN°R STA 30+00 TO STA 40+00 111}a¢s max,° o w w ® o Jo icurnr°i Teo Nare, E F ¢ ERc EnorvInorvI-EI-II,E' ~ 1 p I ❑ awu�ns REouiREo. w Ill.EEIIE LT IE 110E11 TI 1111— Q EWn o - — euswcsss INIE wTl p0 `ore E ZE O N M + ��N eeusmE" 00 LEOPARD SL `E-- s,.¢ 4q+o00 43 00 ® 4410 °wn a as E w�z l1-11 mom _ 0CONT cn°rvs. W g 'LL CONTIO GE F11 11E T RN eeow sninirvo TmEx:sTPoo I�?ao RaT EEoaoao s_imaa'F`E E -1-1 ILDe zPM IT TOEPEIFOIM d eEoE IIm vEreTiceE ExisM(onoj/we oo ° °x ry°T°x E_ aEv wEIeEE o sera 128°r 166 RECORD D(AWINC NO /1 TRAFFIC CONTROL PLAN - STA 40+00 TO STA 45+00 sr«E.,`�o STP-874 Ecx g E1210J DOcuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 a 0 PORT AVE. }} TRAFFIC CONTROL PLAN — BEGIN TO STA 17+00 Q,uwE�-.° � Illi o U~° au rare Fmrrvc rwc aeereenn�i'c Sov IF IFEET e° o ® ® � E �t ti ti �Rr°�c RE°°Ec °E-E1 F-c„ER°cc E, 3 �cac�'FE w°.a°E�HE"EE T�E,�E= c=IFT�c F—I 1100 LT a s E_=E= _ FFII 11-1 111" reEaowcsno;oHE�om-cn .F-IIuE——FE n- EF F_ ass O ONO c —°ure1—OF TIE—P—IT o W V �rnPRwEUENTs. PORT AVE. E— �j PORT AVE. �J T,P%Ec oreE aEIEL.us°EE°+ IIIE �cT°R�s<s u j R�� J1`I �y (-)(0)„Er C) s� 9 i kQ � � sr+rrr 129°r 166 o RECORD D(AWINC NO TRAFFIC CONTROL PLAN — -A 17+00 TO STA 19+00 � TRAFFIC CONTROL PLAN —STA 21+00 TO END STR-874 uv�r,-ao � �' uuE�-ao � - �gE1210J D,,,Sig,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 Q 1�' LEOPARD ST. \1�111i1VV�VI��11V1111111111111111111111111111111111111111P4@4@4@4@1�VlI�P11N\ °�1VlVlVin{IInV�nV�nV�n�1Vl11Vinnn`I�l`I��iiii��� H �EMa NON—DEMDA=EDDDE�� x ._x ._x ._x D�REMw ED�� DE,„E D�NSDD��DN�—�AND TD �IDDE NI�T� Ra�Ea�a,�DE..E .DED.LDEND .. ...E"A,�DN.�E TRAFFIC CONTROL PLAN - BEGIN TO STA 30+00 'N NE"'°NAE As reEo,,Ed revmcs..�o.,D swrnNc,auE�c AND reE.�ncE m}0- T! -.O ..DUDE ICE1111 D.� wA�AT LL"IES.00.D�NATE„�T..Os�NE � �lui o w w DNT�TOD sHuE 1—LA ODSNEEE ANN ECR o<E ODSNEEEE L o MATCHLINEMSTA F21+OON AND,TR RELOCALONDIvm`N�c�,E OF`LAIRI ON"T�"TPoalncs,cNAL DEP�NENI s - "o"'NLEITELL', ",L):—1--,O MOT0113TI MEw�Nc oNCE A, � E .FEIN DEmicu IRNEis TILDE ,2D ° D NON-DEMO"TEE`L()) DEQ y'j�y�W. �IE lROPLELE MENTE_ NnNIELIEN PE.�ODLL D..ATIDNNIE OF,.ENI LEOPARD sL. NacE ECR Q EN - .E 11, Q- ,O ENEreE CONT LACTORALE sDNs otic srew�No IE saEE F LOT . O.E—A.RE .oa.cT LN, D E - o TwT.a cc I O QO 3 SON LEOPARD ST. �00 N Z c o— C) Flows � Wg� a JAW ..taw l �E�o', I -IM o cECN VM. EoEwIT NON reEMw .c � pp nT `luylll� *POLL ^ARE NTi�iIIQINp p 111 SII FTN`�Eo,E °.T o r 130 Or 166 t\ NON RE R£WRT D30I N0. NATCHLINE STA 19+00 TRAFFIC CONTROL PLAN - STA 30+00 TO STA 35+00 re�re,Oa1#Ire Irn�NE,�ON V I —E. -.O STP-874 cc,g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 III F cE p S+ are SEA + M LEOPARD ST. a w oo ,o N FF K w wsnry a rvory-reEMo�slo�� � � � - MaoM a rvory-reEMore sEo ooE ro ,moo stiff,o sore EEErvo,moo,�ore'<_rvs_ rvre—FFsc C-- os E1 w �n x EMErvT MM,MrvsE Pa-To E1IF—,RFs11 o REP11 rvss, � ore�E,�reEoo�reEo � - TRAFFIC CONTROL PLAN - STA 35+00 TO STA 40+00 — l - 1111 III}0- �� �o �Eore sre III E�-111 EEIL—1-111 �lui o x U~° ore xITuIsums-3s�-sz��si of III IIF IHI 1� ELII— re IEIIII To umoaiss NEwNc IILE i�MEasECTIME ° En SLL COMPERE Corvs7reo��ory Ere�oo oow._as,HE LEo"'D s_�M_EME_ T"E N U r z o 11E ILL sorvs,moo=<re�C�rvo,u:E EE,�E.MsE M �oEE more�ss. OT E PawE ,C w U ENo swrnNC TraEa o a Z T 0 3 SON IEITIII s(o 1 is G O N rT � � a asa o WUO W Q a C��� F Cow re�� IS J �T 3 O�X oQo U Ery - eE(vj Toe���m U o (1 zm m eE�iry 1-1 s(oTLre)Teo.m SHEET 131 a 166 R£WRD DRRWING N0. TT APRIL CONTROL PLAN - STA 40+00 TO STA 45+00 STR-874 ccC g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 LEGEND Hv ROAD RDA D Elt ® 3 S ry 1 WOPP ,r�,,ry WORK p AHEAD V V Q END AXEAD END H � ROAD WORN see^_0 e ROAD WORK aa^x ae- rasry�q a..ow aoa.a essage seg IF oTe n aii ea as x za Q p-0 LEFT - CRJ�vnvn - o LANE CLOSED rz. -- To x,z XXXFT aC 2s a. 0= 70 1 071 Le Tape, ,aT,ee,�. _ =PeeaIMPL, EPI AL 11 6sAGE e x ne GENERAL NOTE Q, �x x z, XX E In,wlh EXO CXLLXAOGXNSXFEETf D xx 48 wa q �'A bqqy "a�poa� ° eea. a.eneo, eer—oerza TCI sa, q a o ZEO O,�2a �nTorz NOZ._ r co„ q o,—e,l holl le,emoKa 1, q je,i, o W U p ROADWORK O] N �tl.a x rzx o 4 APxDEaAoD 2�1 N w Fr TRAFFIC CONTROL PLAN we RDAD WORK LLw>w 4iE apW ~moo xa xq„ LONG TERM LANE CLOSURES �wg� saa^area MULTILANE CONVENTIONAL RDS. Goa„ol n — PDao o EGL 1.2 j TCP (2-5a) TCP (2-5b) WORK ro"ie,.,soy, TCP(Z-TJ)-12 > ccN eo..�eoae:,sq„e m U� AxEao cw _ ONE LANE CLOSED TWO LANES CLOSED �rz sK noee„ SHEET 132 ar lja& R£WRD DRRWING N0. STR-874 En g E1210J DocuSign Envelope HE 93524C8C9BAD404B-A46F-3BB585OB76E8 n ,n:„°Re, Leg en d.H H H ) N 1I uovR 6' w h va W� .,ver m°v°,ea°„e°v°,°,.:„ N°,e a GROVE xp /Aco W#W WaRu VER[`1E Fe= ourpER TYPICAL TRAIL VEHICLE �o�STFjOM Ql HEAvv WORK VEHICLE =oa RICHT Dlrecilonal display Il .,. Arr—Paoel Displays DD ° .. o _ Flashing Arrow Panel 4 RICHT Dlrectlooal „o Two Lane Highway With Paved Shoulders(work on travel lane) EFT o , I - °g cw21-10 -e=ora aT aowo`w `�� CHT o,LEFT o,e�ro°aI 4 v. T _. Q CAUTION mode L—HhN LF 1, 1�E— 1 1 G°..o°....... voE - TYPICAL TRAIL VEHICLE o _ IN s o-opo, In-,00 with (Lour corner{lash) =m°��°m°�®° CAUTION display �^ _ Two Lane Hlghway Without Paved Shoulders (work on travel lane) Flashing Arrow Panel 1 E- r.°„ °,1°1-,1 m,,eu,IEwa,,nrwe°1-,r.°,,.,I m,rre°.m.mn.,°r,°, III a¢ a ° II,,IEL� °m„ r, Ile—E IIHI�LE. w ED 0 � E EgM r 411 1111 N° Is IFN Divided Multilane Highway °aT 1 p p ��cv wVO �- I ��N LL� O > a Tee N., Teas To 0,—Hea or Traaspor at oa W Q Tw \`y �� �,�"'_ � TRAFFIC aCONTROL PLAN aow o� o -0 11 MOBILE OPERATIONS p p RAISED PAVEMENT �g� x� MARKER INSTALLATION110 1.0 OPTIONAL STRIPING FOR TMA TCP(3-3)-98 oo"Undivided Multilane Highway swEET133Ff 166 R CbR D(AWING N0. STR-874 G Or, n g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 WORK ZONE SHORT TERM PAVEMENT MARKINGS PATTERNS W,qV WORK ZONE SHORT TERM PAVEMENT MARKINGS DETAILS DOt�S` CENTER LINE E NO PASSING ZONE BARRIER LINES FOR TWO LANE TWO-WAY HIGHWAYS DO T Ol 01 A zos voa v-z J� w oym DOUBLE 4"To T2"Lm m� m _ PA$$ .�✓ PASS tR4-H NO-PASSING ,`„ - '"°` r m m m m LINEO— Z <E] �l SOLID r�zz .allo—4.5,6.H -� ellow �o o o goo ooh o �o LINES SINGLEauS ,yes NO PASSING LINE wnu \ wnI or CHANNEL BEL ION ,,, J 4 C91 'IT-e, OFF IRC v LINE zo s. -{�`� �{ass. LANE LINES FOR olvloeo HIGHWAY Tr S o w IlS a a - N� LIND �mm oTo Too 000 ooT oTo Too 000 - BROKEN mmm a <E _ E ,.�� �ao_, {�\ may—{,s� � � ■�' _ roe w ..T .TT TTo Too No,FT. b. LANE&CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS PU GO .To ..T .To Too 000 D. w Te r= III}0- _ X pe .,�o.e�xo,o o hi ooam.�T.Pe,ma�.T oo.em..T 11 mo v oII 5J wnnT _ o ooT oTo Too 000 ooT m�TT �a Pte,q Th Te �P�o 14,ITlha pan.B1 TWO WAY LEFT TURN LANE IF Tswh. h, 9 1D NOT 1.1 o.h Pss WITH A. , hall he u.n.h se..a�.el_ <E, TE—PAPI UPINLE NFFLFIHIIE N—Al—El T,Bs 1-1 While r a W,NNN a hT °;off' 000 NNT �oNo oT�IPe=hahl ll h..TaP1e I. ell P et the I NOT N,N TON 000 NOT ZE o T CID 1,�, ��,amT�TT oT NNT az,l A S1 P,Ta�al�Tah � o m NON RFu 1-E PIEFne SIR I—ENT—NII T x s Department of Transportatlo R�~ a„�or p,.a�ol�nea a,oa�n.o.a o�ooY o Ina TmoT aue,,h-e uo L e T,o n oPe,aT�o��o���so� p j „T�o.ha�.T�a�e.�,�,FP�hF�.hh� h 9Th phT,�TT,TT,T,,.PNTo o ,h., WORK ZONE SHORT TERM haD PANFNEM�hshs o��ow�o.ease,.w.,ow�oT,oaeh mo,he„ PAVEMENT MARKINGS ..�oT Item sn,NN�D w oIMI-I Y The U11-q web.,Te. N WZ(STPM)-03 T Nv WREN„ms - sHrrT134 or 166 o R£WRD DRRWING N0. STR-874 cn g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 CHANNELIZING DEVICES FOR URBAN ROADWAY TYPE PROJECT MULTI—DIRECTIONAL BARRICADE 9 ¢; j�! a d'N77 m ism � mm Ln* _ BARRIER DELINEATION WITH SAFETY GLARE FENCE USAGE OF CW1-6, ECW1-6a AND CW1-8 SIGNS _ a CW,-6 0- ® ® e • • •�. • K luS��A o ®� 4 • e\ ECW�-6a • � o - um¢. ♦ p �urery � E e�wYe�oa„Y, • • 35 4, XCW16 rvmes. ZE N a�ous esio a.�m i.Sio.om.m�o� N U eEouuiEiVln E—INEI Esau. Vaee.n.^^eeIF �urery,a.�w.,o v soy=a Z OF IF-01-101 1-011 v > a a�:oo,iana� Ev.a.uErr�a ua*Erew mmncn.ioxs Dsepooe,mo s o�r nransPortatio d J o��$ me me aqo or ways a�a�o�a�a�ne,nma a�a i�o�snmi o� a Q o FF,�s„<�s�rz99 was a. , m.mn r work�no�a«P�,amrouo.mo.e�no.3aa�. TRAFFIC CONTROL PLAN C) asi..d rero saes 0 us �qE suarncE aEaECErvE sxE oeEoa sw�e<o o�..om..n,ne �nre 111E inn IHEE,Inn TYPICAL DETAILS ��x o� ono.,nog,. m9 �z WZ(TD)-03 E` YL D, 1-1— „o,n EnoE 1-1— nog,. zo.e E.Mone.1,„o,n Fno� ox—NEEamc DENCEs. re 1-11-reEnnIreENEN, °' a swrrr135 nr 166 R£WRD DRRWING N0. STR-874 n g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 �,MErv,��rv,Ex�sP,���rv,rervs m a � v is yoP a t oiore xswe sxeereirvc ua,ereiv SPPUNE VEN UNEVEN LANTS LANES ozrvE+u NHEI INEIEN L.11 X X ROUGH X ROUGH —o ROAD ROAD s Vl O O � hre x�59TRnAFIFIICreY E CONTROL nDHPIINGee1PLANIG, v(— OVERLAY AND LEVELING OPERATIONS o ARE SHOWN ELSEWHERE IN THE PLANS. E FIGURE 1 v —i- ft,ln,De1— `na 11 IWI CENOER a O 9�/z° nn o a al oIs oene ECW1 8 STRIPE e m o o� oy ZE N UNEVEN r se UNEVEN .,,Ei Ea.. �p� LANES LANES W O O O prom �z neTex s Department of TYan9PO111Itl0 N~ S w W Q s� .,oEi��oo��ax�o�N�!ax p �� $ *10UGH X X oe, a�W EST X a X ROUGH ^x" distance - See SIGNING FOR ROAD _ ROAD Note 4 on this page. UNEVEN LANES ii nu WZ(UL)-03 SHEET 136 ref 166 L114 J STR-874 cf—cT g E1210J Docu5ign Envelope ID'.93524C8C9BAD404B-A46F-3BB585OB76E8 EE M G s LEGEND. N ZE n 1- w PROPOSED sTORnwwnTER LNE -11 ,a11 ,s+11 ,e+11 < PROP..ED"I.—El VOLISLE 0 0 o xx N i i _ ,T+11 ,e+1 ,s+11 x141 x1+11 ��+ PROPOSED s ORMWA ER INLET � � } _ _�� m- Tw/I11TENSION m m — PROPOSED SO_OTER INLET W/(2)-5'E`..'xEN5l0 li 2 I 'I 5� W3P_PUN ° �.r.. a M Uro _,mo U v Z ZE �O n C, C. o I y+ W � Q z m^ m-,„-„, 31w F7 SHEET137a 166 $� W3P PUN o R£WRD DWIWN0. �o STR—874 cn I E1210J DocuSign Envelope OF 93524C8C9BAD404&A46F-3BB585OB76E8 CURB INLET SILT FENCE QUANTITY CURB INLET SILT FENCE QUANTITY uECT STILMAN AVE. LESTER ST. INLET Al INLET A2 INLET A3 TOTAL INLET 11 INLET IS INLET JI INLET J2 TOTAL LLFI LF) (LF) cLFI FI OLFI (LF) OLFI OLFI STAGE 1 20 20 IS 55 STAGE 1 IS ]5 15 42 32 116 32 32 15 60 STAGE 2 42 STAGE 2 32 32 128 STAGE 3 20 20 15 55 STAGE 3 IS ]5 15 SUB-TOTAL 82 B2 62 226 SUB-TOTAL 62 62 62 62 248 REMOVAL 82 82 62 226 REMOVAL 62 62 62 62 248 CURB INLET SILT FENCE QUANTITY CURB INLET SILT FENCE QUANTITY PEABODY AVE. DOSS ST. O INLET B1 INLET B2 INLET C1 INLET C2 INLET C3 TOTAL INLET K1 INLET K2 TOTAL (LFI OLFI CLFI OLFI (LFI IF FI CL FI CL FI OLFI - STAGE 1 15 ]5 15 15 25 85 STAGE 1 ]5 15 30 STAGE 2 32 32 32 32 52 180 STAGE 2 32 32 64 �■ STAGE 3 15 15 15 15 25 85 STAGE 3 ]5 15 30 SUB-TOTAL 62 62 62 62 102 350 SUB-TOTAL 62 62 124 REMOVAL 62 62 62 62 102 350 REMOVAL 62 62 124 B ~ h 2 CURB INLET SILT FENCE QUANTITY � U KENNEDY AVE. �vI o m}aE IN m INLET De ]NLET o3 TOTAL EIIISTING ROADWAY lull cLFI (LFI ILFI OLFI STAGE 1 =6B 15 30 0 0~� STAGE 2 32 64 STAGE 3 15 30 Si LT FENCE E SUB-TOTAL 62 206 ANODAcs STAGE 1 V REMOVAL 62 206 I� CURB INLET SILT FENCE QUANTITY INLET ExlmNc reoADwnr LEXINGTON AVE. 0 1 O N 0, INLET E] INLET E2 INLET F1 INLET F2 ]NLET F3 TOTAL O cQ p O (LF) CL F1 CL F1 OF F1 (LF) (LF) ��N LJ STAGE 15 20 20 25 15 95 STAGE2 SILT FENCE 00 dU STAGE 2 32 42 42 52 32 200 W U O d LL STAGE 3 15 20 20 25 IS 95 aj $ SUB-TOTAL 62 82 82 ]02 62 390 REMOVAL 62 82 82 ]02 62 390 Al—AID aoaowav j p K—cn w aow CURB INLET SILT FENCE QUANTITY SILT FENCE M. m N PORT AVE. STAGES W j INLET G1 INLET G2 INLET IFI INL FT HE TOTAL SILT FENCE CURB INLET STAGED PROTECT/ON DETAIL (LF) OF FI OLFI IF FI OF ryp1p scut STAGE 1 15 15 15 25 TO STAGE 2 32 32 32 52 148 STAGE 3 15 15 ]5 25 TO SWCEII$$of 166 SUB-TOTAL 62 62 62 102 2R8 R£WRD DRAWMG N0. REMOVAL 62 62 62 102 2R8 FGa INLET LN ATIONs.NOTE TaaM c�P sN EETs $TR-874 rcT g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS ` 110—. SOIL STABILIZATION PRACTICES, OTHER EROSION AND SEDIMENT CONTROLS, STRUCTURAL PRACTICES, musaucTTON�iT � — 2 res s 1101101 I—IOL cors U �m}}0-s lui o W w NAPR—ll 1IF-11 of—FTR-- WATER—FIl—T, 0 ��soxs s�s.:a�oxaµo ows��,w�or<ss�,a o.o<s swum xis R E orrs1 10—1--AssA• o� re uEn�r.F TreAs�Hs• R,o'R R111111 11— SON x WUZ ��w s 11)� aow Z)g� OR�MEM R—IFF E— FOR'O''TE101 Il .,�E,.c.E.a.NO I1IFR,E ��w swET139 a 166 o RECORD D(AWINC NO STP 874 n g E121OJ DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 o,or=c�o ue=m<w o. ero, mm :e(ao 1 Pea uu(wM=e ou ro aciek u f , a. w o y asw em so mus e run on.ceo=e wory n ine mme o<oreo ane con ne[ng neer ro ry a o.reeQu ro ❑ ❑Reoui�ee 4=�io. eau pmm�approP ore ro zoreous mote os ue e(r�s)earos�eee win oermno oroten v= s"`V a.,.. �11-1 " �e<r<�.,ore m�ee�o.,aso��o�<e wee�e<.o��oe�« �.r r a��o.rvo ea.re=y�.=e ❑re=..e er«o. ��o�rvrva��a=y�.��or���om„ar�o���re a�=e a�oo�e��P,o,=n. U 0 o rvoeo....P.....re.ae.=e•=H�.o m�rz om=.�a�.«em.m=„� �,aR<n<e, z III}}a S �luioxw < U IW— _. e,.oe�roi uoe�a T E s s7a�<��<r<e m<r<:.ca�e�eoi<so«�es aye nn�a,oro,v ekes. '. �rva xw.reve��,.e ❑aw..e n���o. �rvo aua.a.yw..e ❑re=w<a aee. ❑..�000a9==manvraa�res❑dimaNreot�ory �v<=a.<irrv=�oe�s } ON ❑am�e,�u s ❑Poe e.,m �a. � ❑u.e �.e r�n..mk ❑in.< <=.�o.fa.�. a_ r. z w�O — ❑se ❑su u =m ❑ro.esu=waue.m o LUVm �� �.-r.o ,��. ❑s.ear.o�. ❑w. a O �., �o�o.o.,m e e. ❑o=�e.e.,e�a e. ❑u=e��.,=,m e. e ���� ��� ❑ E]u=n n„.,m o� o= ❑ro oa=�u�.,.,m o.soy+.- ,<�e.ea�e<e,e ❑�een r��<,re.,m a.e��, ❑ee ee, �<,<,m e� e� ❑e<=w�e.r�.<e reeve <o�r=a.�a==wa,ry m�e=mm=a�a�=e o,=a.oea<o��on�e<Ee9 e=<,mm=a�a«�y. a o w Dyr°°mr.,ree,�.r�m ❑�a mr<y�,=, o g JAW swrrr 140 a 166 o RECORD D(AWINC NO STR—974 n g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 auo rr�wc� nwuis us arts l rcerer rrerev rum are vIF-1re¢re •..-• us wrvc svv ssrvcs�� 8«.�\ ,,,D��� u9xv wowx am�m«r,erc. xroreao xs rware oaasio m,r�xa � ,\ s uwwas �,. `riresre r,exc axsxvsox_ uuwreo ura cvuau.iox a sresry� _ mw my rzrvcs rvsuwvwry nv area ea.ov. '""x`m"arev wx TEMPORARY FILTER FABRIC „w,r rerexa ser s"°"rere°sower.a°v.xLL,xo w�,o CURBrvINcLET-PLAN MANHOLE-PLAN INLET PROTECTION DETAIL rexvm ros,�re x�x_ orcwra au sxwre a z w v I-E 11 s.v�.. --scr--- � m TEMPORARY SEDIMENT CONTROL FENCE DETAIL - F—A ,� ,f � �) � f / > cnx,x,re rerensox sreo�4 nreaxas wxcsre„sx rz xvEs.re sxxox oo = m}}aQ oxw ��n rexaxrere �, m a LA ROCK FILTER DAM AT EARTHEN BOTTOM CHANNEL E vpw� rvm.o sc.ie �remxc creno °V^' U s rtanva vwva� wires uax rueuc wom n wn. N1PwxB�11wo [a�m� uo Es[aerex�xi ,x IN ZE O N iea.ov. m ri.axsx,cr arev,xo �ncxre�xs o �2 N O PLAN sss xosx ~�Z CURB INLET PROTECTION DETAIL SECTION A-A STABIL/ZED CONSTRUCTION ENTRANCE 0 owxsv�w a oreuxw�nanurts wo x ss (t i a,s ixmcu�x aw�x�sr�nncuioxs row mcx Q (/) aOw wx,,x,sxre�,n m,xre O W g W �reo�sx,rere�x�,x.s,o,�oreax. k JQW [rv[s[w„M.r,vnc xxs,v�saore�o,c wa va.�xv wax ars ore wv re�xa a„xisL,,lF d N, N F FLM 0-111010N 11E Axa rrema,�nx:sure rer reaary a mnx�,xre sora nr s<rv�xrew n s,oa�nrrn ,re.,xre a�a_ax6 sawti xrererenx,a a�:,�nxs are,oxn xw rer xcnxa a,xre rexmx�. o sr+ccr 141 or 166 R£WRD DRRWING N0. STR-874 En g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 v wu cu aeu,s cuae svuL Tu cuErvE°.s su°ww c°rvc NOTE: gp — °MR°L L TTwncExe°rvMrewnss/ssx°°111 ry Tw°oxreo ins lrvuo ocr E sauE i awseuREE:aryI ec ssraasueu."'FE1 ao eem°°rs axs ICHEl) _< e M �aEena°a uryrvry on n cT, nurEre[eo*�,sloes) a� rvT �j 5w1�4MeE°M., TYPICAL 6"CURB&GUTTER DETAIL 4"CURB&GUTTER DETAIL 6"REVERSE CURB&GUTTER DETAIL TYPE'A'HEADER CURB DETAIL rvoT,o s , rvc,To 51— rvoT,o 1.1E rvo,,o 1.1E a a `PErvLL LE ry°" �Ra° ° � °rvEo=E=eo°�e °. =o ry ° � as°a � n ,o�T e °Mae°.aw IE IF aLnArvM °wrys—ae I °E 'E, E111111 11111ETE 1/41J 2- E�°E °°°"°mT°ry °mT°ry El°E n t nLrva nry °a�urvrvTna°u° PLAN SECTION A CAP SEAL DETAIL CAP SEAL DETAIL U NEW CONC.TO NEW CONC. NEW CONC.TO EXIST.CONC. 5'VALLEY GUTTER DETAIL-SEE"ore°sow rvo,T.I—E rvo,,°I—E rvo,T.I—E E �m 0- ¢�, ® as lu o x w a sancmc U o TYPE'B'HEADER CURB DETAIL NOT To I—E 10rvorec e 111—11A INrvo sw"L° of usE°-H ere�oa,-1—F,ory E E1111- ��s° ary°ae°°E°oN�urv° ° ee �aE° nrve°ea, v I—L END I Fl ,E a ° o,°"INI ,°.9. g °Ea"`LEn„D-N,ory TnE �F,C p`i"w`.`""u"Mi. IjFL �,Ery �s°rv,orvT ��° sErv° ° m VPL L°m waE Ens s Tory TnE us,,o ar TnE rvEw T°w.Tw TnE O N N ()N, os ° _ w Esc ��O¢ ree-rvc. �msE e�suacao°µaEo05oTcn sPfO. °` arvrvos„PorvEMZM) N uae se xE�E se:nsFLE uunu�Toi°cureeIZo PLAN w O¢ o CURB AND GUTTER TIE-IN DETAIL SIDEWALK RETAINING CURB DETAIL PLAN FOR SIDEWALK SIDEWALK DRAIN s. ree �O m rvoT,o sCnLE usunL usunL �-pW I `-T^�'�-Cn'sNOT,o,sCE ` oc. CorvC. sU—E 1,IyrI�I ksrvoao,�oEarysT.a<EusaE saosRuoa°orys,EC°TE,°C�,sn`L,ow°PE aoEon°naLMpT`usre<Lsa°L<°are°ren`rvc OPE re —IND enEreas Q¢a' 11pan „C'EEEs rea,, °os. � rvMN ' e soEDwir°nrvL;E`°sO o'a °o "rr°o° ;�R°a° N.STi°=„s� `"EEog XT Y °s°Pe° Nn �CorvCreET` crv,E°survn n o.C. PLAN, " s rv( ^EC suEwLn „ TCLE aoT.s CMs,nUTEs. Ww� oMEMsoEµ oRCso Po”x (MN=%NIDryoR1)1NL LID ry.°rvo 'Rmsw � °os,u°E of uE.rv�rv.sLooE °�,°�, �" �— usua< ""C5 - an°°".E.w. E v4 aEuwoou C:a,ws°ry a°,wu. 4- 4SHEET 142a 166 ory��rvuMou,�Lo�.,�ory mss. °C NEW TO EXISTING E Cis n.T.uuo rv9,IL s,Ee,orewE Cu.,- "..oe.1 rvo. SURFACE&SIDEWALK SLOPE BEHIND CURB SIDEWALK TIE-IN DETAIL ° SECTION B-B C , STR-874 Trr oao 5Cn I—E rvo,To I—E NOT,°I—E rv,EawLs sna<L aE 1-11 Mlln'"E-mu°or`;a°-Ewnu:_ - n g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 III IIS dr IE.1 x Tz®Tz o.c. maaavEo Eouu ore I-I-Eo T.- oa rviry TT III cn neu*s� e E TUE c a muxo a' y rTnE so \ ` Tu ry vJI snTug NET orvc. n� AAAAAA -G ry ITS �xass TTacseuIun reaoaeusns' ( Eory III s o or snEcuaE 51S "D g soEis s - encn%are reoo� Poxv�s nuEESE enasPr+us ET onPiPS nTErvTTu =POIaEo, LONCITUDINAL OR TRJAONlSNV7E RSE TYPICAL 6-CURB DETAIL SAWED LONGITUDINAL JOINT CONSTRUCTION nmoso1 N �ErvTn�Eo�Pu�.P �EM oo In�ry S ore re ES rvryre EI �= lo 0- oEDT x o�®�9 0� re TING s1o�ry oo El == n, ° 1oN'T ,Ery ��E E U 11.1-5 01 In'.`TWZVNVTIll'T"L CONCRETE TO ASPHALT TRANSVERSE SAWED Z PAVEMENT SECT/ON TIE-/N DETAIL CONTRACTION JOINT EXPANSION JOINT 3 rvm To s—e ,3ON JO/NT SEALANT COMPOUND N w um to I-E ��O SEE o WUO Q�o Nll SNS TrennsreresE re�x�sE o K U I—NIeEmuuErvoEo Eou_NT ono N_,_aeocmu",To p g Qc 1, Ill IIIIINEss—N cavus«Eo uMEsonE�s Isco I,uE I—E occaEan,E J�W o SHEET 143 of 166 o RECORD D(AWINC NO STR-874 n g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 CROSSWALK PAVEMENT MARKINGS STREET NAME BLADE SIGN 4'OF PAVEMENT BETWEEN IN EDGES OF STOP BAR AND CROSSWALK TAPE NSTALL 24'SOLID WHITE STOP BAR E 1/2" 1/2" 3' •--• FROM EDGE OF GUTTER TO z CONTIN R LNE OF FU STRIPE —( w 1��� T '0000 Rd 9, MINOR STREET N W CONTINUOUS YELLOW STRIPE g� I\Y' Y i0000� THE 2:THEN 4 GAP TO }+ oG E NExT CROSSWALK BARS STEP 1:START BY PLACING 1/2" /2"J THE FIRST CROSSWALK BAR - n THE CENTER OF Roaowar LOCA E STREET N IDENHEI E ON SIGNS IN N _ THESE LOCATIONS NOTES: 1.STREET NAME BLADE MATERIAL SHALL 60N51ST OF EXTRUDED ALUMINUM.THE H[IG HT OF NPME BLADES SHALL BE 9'AND THE HEIGHT OF LETTERING SHALL - fi.STREET NAME LEGEND SHALL CONSIST OF INITIAL CASE.FONT ON STREET - 9'ON CENTER NAME BLADES SHALL BE SERIES B.WHEN TWO STREET NAME BLADES WILL EACH APPROACH BEEO ON SAME ASSEMBLY,THESE TWO STREET NAME BLADES SHALL HAVE _ B PLAN 2,ANTI-GRAFFITI COATING ON FRONT OF THE SIGN PLAQUE IS APPLICABLE TO ALL SCALE: NT.S. SIGNS EXCEPT FOR NAME BLADES, 3.REPLACEMENT OF SIGNS SHALL MEET 2011 TEXAS MANUAL OF UNIFORM TRAFFIC = 24"SOLID WHITE STOP BAR CONTROL DEVICES(T MUTCD),AND TXDOT STANDARDS. CJ CROSSWALK BARS. (TYPE C HEAT APPLIED,125 MIL, T/1 MAINTAIN 4'PAVEMENT PREFORMED THERMOPLASTIC) BETWEEN EDGES OF �VQQ1 R X s STOP BAR AND 2' AIf n�ll7 GO p W CROSSWALK GO 0 4' E CAP1-24 SOLID WHITE CROSSWALK BAR(TYPE C HEAT APPLIED, U 7H5 MIL.PREFORMED ERMDPLASTIC) MAINTPIN 2"FROM LIP OF CURB NOTE NOTES' --5 TO CROSSWALK BAR. LONGITUDINAL BPRS SHALL BE PARALLEL �� TO TRAFFIC FLOW IN ALL CASES 1.ALL STOP BAR AND CROSSWALK PAVEMENT MARKINGS SHALL BE 24"SOLID WHITE, T" Y= TYPE C HEAT APPLIED,125 MIL,PREFORMED THERMOPLASTIC HIGH CONTRAST Z CROSSWALK INCLUDES 24 SOLIp WHITE WITH 6 SOLID BLACK ON BOTH SIDES 3 U Q LONGITUDINAL CROSSWALK- DETAIL (TYPE C HEAT AP HEAT APPLIED,125 MIL,PREFORMED THERMOPLASTIC). FOR ASPHALT ROADWAYS- SCALE: N.T.S. 2,CONKS CTDR SHALL PREMARK STRIPING LAYOUT FOR Clry APPROVAL PRIOR TO ��N THE PLACEMENT OF ANY FINAL PAVEMENT MARKINGS. I"o 3.THE PLACEMENT OF CROSSWALK BARS SHALL START BY PLACING THE FIRST Z o 0 24"SOLID WHITE STOP BAR CROSSWALK BAR AT THE CENTER DE THE ROADWAY,AND THEN 4'TO THE NEXT o WU O Q Q (TYPE C HEAT APPLIED,125 MIL, CROSSWALK BARS. MAINTAIN 4'PAVEMENT PREFORMED THERMOPLASTIC) G��m BETWEEN EDGES OF 4,DO NOT STRIPE STREET WITH ROADWAY SURFACE TEMPERATURE LESS 55'F. 24"SOLID WHITE CROSSWALK W h STOP BAR AND 2' 4' BAR(TYPE C HEAT APPLIED, 5.ALL CROSSWALK AND STOP BARS SHALL BE IN ACCORDANCE WITH THIS DETAIL Y CROSSWALK 125 MIL,PREFORMED AND THE 2011 TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(TRUDGE), �j 3 GAP THERMOPLASTIC) �N(n ap W o� SOLID BUCK CROSSWALK BAR(TYPEC HEAT APPLIED, THERMOPLASTIC)5 MIT p RERMED a 00 V MAINTAIN 12"FROM LIP OF CURB NOTE tt TO CROSSWALK BAR. LONGITUDINAL BPRS SHALL BE PARALLEL e To TRAFFIC FLOW IN ALL CASES SHEET 144 Al 166 o R£WRD DRRWING N0. HIGH CONTRAST CROSSWALK- DETAIL STR-874 FOR CONCRETE ROADWAYS- SCALE: N.T.S. n%E12103 Eo SM,Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 SUMMARY OF CONCRETE DRIVEWAYS CONCRETEPAYEMENT ASPNAL TPA YEMENT {Y/TN6"CURB {Y/TN 6"CBG WIDTH'W' DIMENSION'C' DIMENSION S' DIMENSION'E DIMENSION A DR VEWAv DR VEWAY STATION (FT) (FT) (FT) (FT) (FT) (CD(CRETE) (NIVATE)(COONCR E) 11) oPKwwv wo a SS wE S� � orvv'scuwouic fw/rz) fw/rz) r�oa�—v w s EFss�unx s •••�� y3 ry uwi, y3 MET corvcre VEED)l.lx IE / re(wEED)Ew - —— `_ .EoF��el 10 N1 o �,�ory �`- re�rere``d�a� E s� w�wEre F "M reww ww,reE,EE,wrvw rel�re,wF .-.w - nrTn�� WE) o ou,iFR EE ry ,reE rere w... s nEre, E �wA PLAN U OR/4E{i'.4YW/TNT/EDS/OEW.OLK � wo„o s—E 0- ¢s lui o W w CO.VCBETEPAl�EMENT ASP/LOLTPAYEMENT r_ -- /t%TNS"CUBB lY/TNB^C6G � � _.tw0 wEw ? E (w/wJ N w www.sw1Eww1Fw/wJ U IF Dwlvcvw.m r Is wEss awvJ,a s-cory curee o B F B DwwEreEwswowry Dry rewwnrvwn p$� o -1—1 IF wrvE _ ZE � , Ll _ —�PR sP,c L c�acuMswucFs.�F ou�uaa�zco ev=uF FrvawFFa p o eE Ewwss uw mxrrvan cV 0 _ _ ________ ________ _ mrveaF,F - �rre'a/a'a ow000 aorvs�ary em o W c,O i z �� wI,E reccµos wslww, ( ) a.e.,00�co IT reow w y curee� r/ �a�ek ar cua �w Q uIDD,E E E WE ww �sEE rvo,E rem �E. Ere 1 a �Eresre ao�" o G �co cwory M oww)I s Ri P s N �W g c`re°E'o DN,Ere ,olrv, LIP ,Ere sEE www.DN,Ere Ew, _a°�< °Ia rycsl w��HI D_L`Esrew s L) rvs<re os��MiE F'HEE11HZ 1, ¢w o aTv aTv - re.re11--AETILE w,ww.,EISI s 1E. d oN Ere(wwr rerel� E s;rv6°'�rv' reow wa.. oo_,o o rvrvF�11111— FE ,o 11FTE 110T PLAN sHEET 145 a 166 OR/YEMAYi MIRETAC/1E0 S/OEPYALK sPEa�)NOTE a e e oanwimc rvo. N.T ro s THE EIACTD STR-874 wcw g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 E r corvc o-(s, Eoz .-ET z-o soE,MY 'NSE'<nU w�MovI�un—rs R warecenorec E PErePe .eEre ,�o/aa'orc�ws,+rccoarycemuuE soEsc)uaa 11.1E VTV gs corv,_ ' Eo „o reEnan ..._. PAS E ll-'Eos, — EF Mn �oMInh,�,rereo��reo�„ Mo �nc>�w w o one cnrere �reE Eep =o 'o �_® oeE —_®za�Ew: � I'ECTION ORlVff WAYl49TN TIEO SIBEWALK ,o a��E�,ox w�nren StioeE TYP.OR/I�EW.7YHEABER CORB MTAIL c�uc.owr. Wl w,,, 11 s-o'mEn.o _ V)I-ET -o mswo (EEre Ea ion, ,o oorere`5 70"Eo coM,.w E: - LE n,—lE o.�o PEre R. o�o.Ee I k°,i,-�ECP,wE�on��o�n, _ IEE ow.. n ore,rpm sE� .sloeE ww:w<.,wE , no oE,wE A.stoPE a,o'PEA loo, U loll ol i s� one oeK, D11- 11 ar wE o�cnrere on .re E II Q, r. o � �on=rrenc,on,oM —'� e d I o w w 0 Eon) M, o ELLI ®.v,o oouh� _ sir e.E,w,on noM ao ori re n,o css,conn, o E n�:"Trereowreo°'o Ew Y—EM 1—IDR E U SECTION CONC.ORIVEWAYTO ORIV-11YA YWIT1/OETAC11E0 S/OE{YAL.V ASPNAL TPA 4EMENT T/E-1NOETAIL Z 3 "ON wUp /�o /' ' vEwnv o u k v]c, IT ®e W/ Ewaons�ox,aw, o.cp MA)a c,�on Eon o O�� a Jg� on EeM J e � x CON—TTION JOIN' a.D-EE ori �E w o 0 o a�> PLAN SECTION ore concreEE area ou„Ere ' ORIVEWAYOUTTER VRIVEWAYOUTTER NET,o I—E no,,o SATE sr+rrr 146 or 166 AE..DRRWMG 10. STR-874 n g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 oo oNvorvsiory M moiMs��N— STANDARD DRI�VEWAVWDIMENSION (rr.) (Fr) (rr.) ETa snvJsory io Ms mv) - socvu. ` p rea Ti ,moi �� it w ,e��p`T) rp'exEuusiory I.NT ME) Ern NT/z) IEn TZ"I—El) IF) �Ew. 1E111) - LEGEND(DRIVE TYPE) C TYPE/C/OR/YEWAV TYPE1W ATIVEW.4Y G- pmo o �PROPT� .aITI N. re�oA. i U o�ba m Tarv11EBlE� -� c:rvT curve -- r, c�En �lui 0- Q,o U IW—o �urere TYPES/Ti fR/B/TAM DRIVEWAY rvoT,o sz�E > E IT U �i rna tw,l t.a> tM) � M mPi so reovEr�.urvE� _ u 3 IC ry I rvuous w ZE�N I I co ryrvuou I wA �C,O o I-1 or 1— Q m ¢A mfE-�zT)Ex (r) (xL«) �airvT E()rvsi ry Q' o a,N TYPES/AfRA/&/bfCA/DRIVEWAY TYPES/MRS/&IAIII OR/YEWAY p rvm Tu scrvc rvm Tu I—E W g J�W SHEET 1 47a 166 o RECORD D(AWINC NO STFS 874 Ecu g E1210J D,,,Sign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 �r ZE w 0 N _ � N (n l w _ I } c I o 1 _ _ o U v 0 3 0 I, e� C� C) 4, 4, '' '.. � sear 148or 166 R£WRD DRRWING N0. STR-874 cn g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 0 y � v o c � } c lui o W w 0 v E U o "r SON a �L o � N om O o z zQ C���c�wa WgX I � o v '.. � sear 1 49 or 166 R£WRD DRRWING N0. STR-874 cn g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 5 uCEi e M 7, n S �r r e (n 2 U m}}aQ s INS: U Sol— pis Sol ��N o m v O o o pis man w K���oo a z Wg� I v -„ SHEET 150 o1 166 RECORD D(AWINC NO STR-874 cn%E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 �r r � o l 6 N � v v = 0- Q, o W w 0 � E I 1 U a 1 ZE ¢o r � ZE g o �� � W Q w swrrr 151 a 166 o R£WRD DRRWING N0. STR-874 E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 m.Nm,°v c 1E s. H r'e- owuuc or cncc „�ncr qs °r ry rvc®6rvos re N (o,roomy �A � � mrvc mreory p>r,z°owEi °mac o� .o.c n a 8Ao°:uo`.`uamuEns'm EARS .,Q., �e oawrve .ry .... ° OE �P°a rorv��E �.oe�= aE E.su aE oEsrervA.Eo ,E B ..._ �A rvr E w ro�re °�°ory Oreo �r, 1,a s0, owo'�) - PLAN OFS'S TANOARO/NLET ri .i=°- v�-re- °r3-� �r-s PLANOFPOST/NLETNOTE - rvm,oszE oe ern ,�Mo srvaRa,r vnvweNrJ o<°¢.e.z-e un use oroc,a<ee„mu_s ix��uuu„°u_reirv�x cuvE N rRr wArcR srAnroeao ona�safe,3 or.x r recrcre�°noreu ( r I �® Mio oEi�„e� ■�_ °rervcre ao 0 o wins uuo sono � °�,E PPE 21Iry°,°,rv,,s a. rv1-LE o w w �° re a o E°�CIrvre° �nEre PLAN VIEW GRATE BLOCK ° oN°yore as orvE�re�Er, SECT/ON6-6 N,wrus x'�o ry U 1. ce�,m e°E or �s ow - 1 Er � �%a,i °nsia reAOPreo—Ec:u, PJCKSLOT DETAIL �F,a ;.- c �� c ,Er o 11 a' n M _ m,mreuo,° / = 3, zr on ZE O N a rn re. ,vc c�� ,aye° pip iaa.r ov„o�v,c zz air on -,.� � VIN w o 1owre SECT/ONA ��rl Irv°�o� v,3is rvw re�orv� u1 �C' n"` GRATE SECTION RING SECTION W v ro o PLANOFSTANDARD GRATE/NLET c� "' °�6E Pre°r,:E cErran-A.rem n r>s, C/TYSTANOARO/NLETANO S/OiYALK wr,-�o,°,oAN„owER E,� �a + MANNOLER/NG&COMER CAST/NGOETA/LS W� o um,o scuE C)gk v E'r�s s-nw°o uINLET AND SIDE-1 MANIOLE RING&COVER NOTES ,i a ,vsloM v1u c in or cincre recuu,os ro,mnv, ° 1, ac Breus r°Pns*crerv,roreu.aro oiuwsorvs.F11E m°u cwcxs.srorvcwEss aro ,av,Ean�wu) I N11`7 11 Z17 Nl 1'1NFL PacEUErvr°E re�rv� '�Bra aonoM`a' u u sr+ecE 152°r 166 : FLO{YL/NETRANS/T/ONAT/NLETFOR accareo oanwimc rvo 4"0R S"STO.CURBAND GUTTER ITIE1 INI D OI 11 1�:=r � III rvre rPorvrvs SC71ONC-C —874 rvNOT STR N,yn g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 ..ws,o" s uw<eic e' a El +e' 0 omwE or cuncre El vs ,ry s 1 0-I �A ( )Ere _ carve maory Aa.+s oowEi EouE zm oaw rvo BARS "C" BARS �aoE O sEE�Eo Roo, o �re g O �..o�.�cErvP.rvo.�rv1-1IErvE-El�lIIE ry�ry �..._� a E�aoE e� I El --- gs.11(owcarvu) o rvµ+Ery of ry E tt�w�rvoPErvrva 314—o� EREo a = R _ M orvc�Rory ,rv,M A nao rcrz,oo u E.EE4./o3— Yr—orv1rvEpseco�re> -PLANOFSWANOARO/NLEJ +i v NOTE rvo,.PL.,"A"N OFPOST/NLETivOEI � . I Dl——El 1 op - ® reE.EssEo aos~ ,.. MI IE yo oE�. ■�\� - 11—m 1- 00000 0 ON ® UIUIWO pro Eoro�ER s, E, Al� o � �� .. r,4 EEREooE �� ;_ �.. �orvEc.ry �1,. �o,vo a"o,o,mom drvs°tea II 0- ¢=r m.. m�o�o �ryE �1C'�.Ili p orevoE 3i, W w m o �,=Erervo „ 4j PLAN VIEW GRATE BLOCK E III 1 11 11 eE o El ` �^'� rou°.cfO1Aa�"Wn<EE' SECT/ONB-B E ew�, � e sono =_ i< —E U IE ,i:woa sia' oA aooA"o�o E"o�<+ 00 PICKSLOT DETAIL ry E,EE N S—ICTI ONAA �0)s<oo„rvs,00s v„Es o" C,Z o —IE GRATE SECTION RING SECTION Up i PLAN OF GRATE/NLET ERo 1 1 11 11 A9 E�vNaE�ow ,ry+u,R.ss o,s�a o�pROEOE C/JYSTANOARO/NLEJANO S/DiYALK `��"E"Eos �,�> �»'i;T«.sos;ore�rv.;°�owE�°no"E o Cr �o iHANHOLER/NG&CO4ER CAST/NGOEJA/LS a W o >Esp p� rvo,,os E C) a- J¢W o El E",�ry o,u.+o„� oENOmzE, so of o�,ER reEr�"s co,m„� o E, sE=reoE=s IIT—,F.—,ws-Ervslorvs.FLEE F1s” E.orvo1ry 1,urs ;a"M ice`: 1 uu u PacESErv,o,s�rv� wH+s tr so„oM o.... ....wsn o sr+ccr 153 or 166 FLCAWME rRAMITIONAJ/NLETAOR accarere oanwimc rvo 4"0R 6"STO,CUR6AN0 GUTTER ITIE' 10 IEI 11 sry .,E re�rvo-,�s Eoorvrvs� SEC/ONC-C STR-874 wos E= �ryos n g E1210J D,,,S,gn Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 Sac.a oa sEE aB 1 rea uCEi w d5 aws ,nm�iory F.1 I'll I'llvJo oa szc vJo zomsiory Ova) SEEP a ®avEry rvc hrr) o E o - bT E a � ary ry Ery rvre Ere a re.�Ew � ry rvre o.a.> m m a rea Erv � � A re re f ■ o rere N-1—NI 1111L—E ore _EE ry -arv, "o E. l—,-111- "oEl.,11Ez 1impI —N. ,EaaEEare = �reR � r=%Z/ 'ZI PLAN PLAN PLAN 2 /(EY{YAYDETA/L TYPE-4-AWNNOLE TYPE 6'A64NNOLE TYPEC'A9ANJVOLE TYPE V'A64NNOLE U _ rvo,=o—E rvo,= rvo,,o—E rvo.,o sIALE rvo,,o—EI—EEvi m}a¢ 'NE,o iE re,resrvE re�re�rvre �o� ���aEE�rervsrvre��ory, �lui o x Lorere i m E. \ —1;N1 N11—I—ENT m a rvEM ° PEN* Ervs"E�,wEoE rervry oouEre ,reE k l-'l COVER BACK 2— M ®rere, re v va EPEE i � �wNErv'rvre� reonoM E=sEOEEEI= „re r g g PLAN VIEW PICKSLOT DETAIL / -Ew/rererere= _ _ �E <�O—L - E ..reE,<L e e ao fmirv) ®,00sc'e)mEre PPre EcRs uvi ozEs ee a „oau4,wovo,,zn o /a7#,12/1oon 21 1/4Mu=o ") ryu , OWS cOn NN0 oa 0 s aaE ecUMouEoo9x oaaE cmonnz (/ D ~ClO ms s aaw o ~ COVER SECTION FRAME SEC7/ON �� eE rerervEEs ,c nIo a,Erea<aIaEE rvo, ,„,Erect aaEE rvo, re re ore. �aE.,�rv�rv. re re o srerewry Eore a.rere. srerewry Erere w�re�,r C/TYSTANOARO ROAOWA)'"NNOLE SECTION SECTION E IEM-;1;'o°re g"' SECTION aow o H/NO&CO MER CAST/NOOETA/L TYPE VWANNOLE TYPE C'fANNOLE s�o°reoRrere reErvsE,r os„+ TYPE V'AWNNOLE �W g NET 1.s—E NET 1.s—E NET 1.I—E (lEEErvo,E 11) rvµrere� rv.1,re S—E +Eore rearere 10 0 0 GENERAL NOTES FOR CONCRETE DRAINAGE ETR6Ci— c(Esoo as,�Ex sorvrevzo `DE - ,-S.n„E,m I—LISTH,5HEET E R5. N xs zo 'HE ErvmrvEEre. rvs(>zo)ore ,„ reR(,sC'Mary,na)ry,uE,aw[a Ervs�rervs. IHEET. Ere - ,wreaErea=E.=.rere,reEM.z,.rea<reE E.,.rea, aory«EEE cow,_ o SHEET 154 of 166 TO 511H IHI IT ,re rn wuicu rvi„rvo*an,nE m.0 e ND, .,„E covere=,so a eE aErv*oa nwusco,o RECORD D(AWINC NO ErereM M.E.Erere Ere rerereres .re srvaare�res�re=re,wE�w Eom�rvre. s srewE IE reEswwrvEreEE� re.�rvu«reE�rvER sw�E reE srream�srere EorereNH rereE=reE STR-874 re�rvc vJo cauEa swz reE o�aaEo w cou,v+oa,�vuu, __E 11-——El Eore same cures INLET. soaxl wn,Ea n g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 PaONDE N NIN Aj I AID FANFEDNINIFPa uNanvEotaavEo .ua°AL FIENiNc aEowaEo oiaMI.Ea Da aa°N°E N sEE��(s�s)`wr�ow iNuiei.oa°NaavEotanvEo N11.1 AIEN-: A E,PIEo°iaME.Ea °RBID MANHOLE REQUIREMENTS uct� re f reoNoeBDMIIII r+(Pll IF MENTEND E,Re�`xCAx� REDAw DE mrIDCEEENT E�{/a ) D u iBIT DEDAw ReNEoacE.ENT OL Na 1-TO IIN ILAIE IIIIIETE TD Toa IF I.IDE s('I'`MAa7 ILIE mrvcreETEADlDTo TaP IF I—E J CANc'x1. <TO III- s uEac. TEM 117 12 a MEMS Oa APPIOEED APPROVED COATINGS TABLE D'ADEE N NO 11E MAN MODEL NAME E IEILEI IF' ae gBAEE BE LES FLE FAN sArio("5`nLra�z1111 C ( A,Ez;ASNe NA 111E 11ILL aueDER cAsxE �' .. Ex ETINA EFFEEN ITEM IEMEENTsTI.( AA s6rAA '' y .. .f rT"N ?' `� THE E=s,NI A"A�EN,Dom. IWALMAIOONFELB Ea sre P—Al 11 ADA,ALL MDNMreE,E SHDEADE=�NILHD�NI DENCM w w�Ls. DDNDED 10 IF :� DALL F TT NEI HALL '� IONc.ADDITIVE �A —EE — —FLOIA.LE ILL 12 LlIABLE FILL 12 A—E—NEITNN NDVE DNNEDTIDN �za��oAoo LP BE SDR zre — r,oo Ps�°�®`zA oAn� OPE ores) ,: MAA.SaHs�rTA `�\DE \ SEELE IP1 �P oAo� �,00 Ps. PIPE °�°`®`ze°oA si �� EAL PETAL E I 1\ ,J� �Faw` I IA E TE"asP�;`" IP DONDAT�IN �A �� - ■�■ _ EDR(�E°NAM°;'D TN��ary°Di oreM�N�MDM`,z,M�oEssi - ��Eo ND 1 M a 1,10 D DNEaPl NDPNEER �- ,. IR z s TY z Ne aI �� s AE PE IED(,s-MISE�� oRcis MISE�` in DDDDN.ATEre IDE M DRDDNPIATER PRE N, 12 DPT�MHM MD�sHDE AITM AIII 'TA fG\��,.�:,�A�.��, DINIMDM M-111E 3N Dew FIBERGLASS MANHOLE ®D CONCRETE MANHOLE MAT TO SCALE NOF F.SIALE wlu Q, IN -#AM,ANHOLD R _ D IF' '�� cOW IOLwz FIELD DENo o c NF`LOMco aEDIEFOLi ELOPED l-/FF 0 MANHOLE a(FEEreanssNM .. E EEVE DE,arecEs oiIMETEre Pm OD c6NcrzETE) A�Ere sore DLO TME MANuoPC(Tw.) are e I PE Eu of PIPE POOND cO PAD 0/2 reADiDs(TrPJ E FINISH"ALE Ncreere Pury z us OF LOR,EEDD s AL A,NT APsu„A oa Rai F,I,Pons u s ENCRETEE PRoEEnoN N J Q WASTEWATER MANHOLE BOTTOM �NSERTATEEiM` MANHOLE T"IESRA,RgDaN� �2�- ( ) PIPE SEAL DETAIL 3�N o 0 NOT TO SDAL aE DEN° ND,,D SSALE MANHOLE PROTECTION IN UNPAVED AREAS SEEE A FOACEGENERAL WASTEWATER CONSTRUCTION NOTES: (CULTIVATED/SPECIAL) E ,a I.NI.caLw+ u T NIs Q In Q `nasru*.(R� a�W o Loms`nEPi z IEO DEOILILANI PED ao Tac oaP,EI zn w �NEo oNsrwNrs,HA,MAI DE ENcooMEDeo ouD�Nc THE,E, IE of �g X ONE L N; as DEND D. MAN AND MDs ADHEIE TO TME .�, "�' E�N�SH DDDDND w MAIN IN ON FOEIM ALL EEEa�Ea(�EreDEs�6NEre TI w�THIII IRDDND PAD E. E�(IV FEE)ABOVE IR�. 0 F—PNE OF TIE MANN.LE sIALL DE co'ED,ND IF LED wDH APp,VED ED,In;reE, EpaoMPE LEAD, re. RDHNo FONIIEAE AOLIw MANIPLE `IN`o; MEtiTI. N��o�i ' LIFED DCre EDHDLAE'T'aE Tr TD THE ENc�rvEEIBEc EEreMIE'O lTPP swm155Ar 166 Eo 2. NELOENT M N OM PADALL T„D.NILI w FNIEITNN.IF '- �LLMAL L E'E MANHOLE PROTECTION IN UNPAVED AREAS uw�w oanwiec rvo. FORCE MAIN DISCHARGE MANHOLE DETAIL H. Fop REID�DEMENT.FSEEGLANF�DERI�—TIM AND BE—MDs,ANSI BE FACTIRv�NSALLED.IANOFACT"E (RESIDENTIAL) STP-874 NOT TO DALE NO,TO SALE AECO g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 a(IMPEDE Nub�iaR)aND uoaEN s�sNp R Ncs OEaw OE rvrorecEMErv*��pa ) DVEm rOorEc III PEDESOorvs III FIT mPOavED*ruEEc 1, FIT a a its DagDIEo FEErroucnEN TIE EMaNOE DEBIs f IFTIE ED I. ui K—E suuF II.NDE aN aaC— ••V PEI P EC / IS (M.s sell IF cIED EME DE—LD111 Ns*D BE FIELDTE-DED By coa TDI) - MNuss o Dm0 �NMEBEIaNE(MEC DD„) �A,�DN—L ■ PE ME:1 PEO R DITND PAPE ES�EE —EI ITDP�EMBMv ��°.°"`E�s,�N�E`Om� � �— EFOLDI ENB" ED aEMNN�M PSE V - O ,D EMMIDEE 11.1E OENEO D ,�D�OECEED E NNEc��N FLIVIE (III PES M°N�"®`zaD°oA> rE p�°�DE�M�ss�oti w;"O`s,n°R Ess'nEE°a c' , '_ wEMIIE MN I I" TH I F MH ENCH aMaa�°��`ss,o`�oaP�'FERo�Eo"eo;`�`L PaOPDSED EI �NSEaE aO,DDaIOED �lui o w w roNEO E E OEMNM FMO-ILE FIELo FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL o NOT TO ICTLE Nm,D sCELE > e /I-LE„ENNO ),)DE EEN,"OE )z),,/z"cLOSED IPLHOffs MSC "SNE EDOE OF IINO1, THE IOMDNn ONT oEE INO,�D roPD EN"oEE ur�E.EELP'"'"''E"E EN•.TD0D SNSLL IEDrIEsoc:aD MEIOMa WMHPLE EBI II Das IFTEa SON ao PL"EMENFCONCEETE SN �~� w /,o e�Macnmeo) \ E.(E NioNFLTs McEa s`�(u*T DDN)PEP` DN. OF FIT TE"2HSLL BE 5NSMFLED To THE CLY4NI CIIEI o W V m o41D"HE 14FEI'TENDSID1 THE 1411111 INELL IF TOM D o COVER PLAN VIEW EODM OEllLED MlEO��_.OE EDN.OK,DO s"ou POONaE EEO.�E��,.1— �o a MOT O < IIEEDE a ,/P"Din MEPOPIEN DPEMiNc PEPj �� -,se C) o R a� I-yeo,asEe W g I' u.s.EouNDavF NEM E-Xaozezaa 0 ---ITT, NEEFSLLSTCNI PEI CITY IF 0 0 0 0 - sPEI E�c+,ES �DNs Eo'TELFOINDIa E ds"I"I PEI MSNIFACTIIIEI i1i OIL SPT INOTED E D ,M IMooE TNT N OEDBIT D s"ELL BE M, DQ E*Ea SHEET 156 ar 166 4ND NOT INTENDED EDI MANNED EN,Iv. o R£WRD DRRWING N0. SECTION OF RING&COVER RING&COVER APPROVED LIST STP-874 NOT TO sruE ccc g E1210J D—SD,Envelope IE)93524C8C9BAD404&A46F-3BB5850B76E8 APPROVED ARVs eD recon REMErvTs cee� N [EA(ss)R o Dss s�DRT _ ,R Mex_ s Naow Nu effort. eR(ss)eED nea x(n.-EEEI s T„TPUE IN TA-EA �� EXSN ME IDreourvD CETVP.)a V.AID, w servo PreEssuREs \� \\ v,\i.. R we soPPEre IEO�Nl M. 11 IE1MFCII ETE EEA OE AEENT/Cv)DF - ua ADEM DE3"PRO PAe5)ervP. I MIN DO oEryE N-ou* \tt \ n V TETE12"REEEMsep 6 mCAP D E\ O -_ FACT.'BONDED Joint sEWnuP CaNCRETE GiEe(7m Jaz-EPP�mIAFNiFs \. SIPNNwD 6.6 PERIAA-WVE AD'A a��A A �� N CoLoR ARMED D� �e E RE saNE� EEE �� e.ITETAl DEPAR,MENT 111�ZLEE`°PON�TIDry " n 1 OEI��N. DDD PR 1ANAaE,EAINR ==.„TE cp WONE FAI KION � — DD.e "[DOVE,D P�P�ND a A MOTE R-D ,��DRDDNDweTER FOR"EE_L,TaD��DN Pia DD""D'T`' FRONT VIEW �'°°� �� SIDE VIEW BOLLARD DETAIL DEEP CUT SERVICE CONNECTION III}0- ¢s AIR RELEASE VALVE AND MANHOLE °°""""MN—E`°""`"' N0.,D EAeEE Np1 T°IACLE Ilii o w w Nm Ta scuE 0 � E U SERVICE CONNECTION NOTES: c oa E�ENEN, RT,sEe,�PCOVAE EINE ADE SECMCEZIDE EnsENCONMECENT TAPns 5NDwN,we SNE w IINNE IT z 2 ALL—RIE PRE AND FTTIEPNI'A RE DEAN, M waD scN aD Pvc n ,-,/2 Din g PROM TNeEaeEo P p N a "'N3KER ns re ou EIIIE � wc - IE e"D/oR Nev use-L— o �ON o PANNE' sEaulcE.usE PEA WE Da Teo,usE a Pvcn A A -a/w"Din W Z o ON wNERE Rcou�RCD 1Av aD Faou AEEarvouT WE TD TUE MAN LIE. i Pre --E PICIDE cEE ns NEEDED PE PIPE w/s'OF IAMD r c:D DIDLDCo or rwN vcn eal[ �r Q i E PLAN CLEAN-OUT BOOT o� IEENo?EPi as REND ix�eoE'oaw mRoz aac D. Nm Ta scuE Nm T Lu g CL A.PRE�RED� FERN R RAND.DROTANLE ®' sae EN D o a MREDMENT w/aEo �, TF2 r MeR ,%\\ S,DNE PE'RDEEIIH) o :EE"E:ARE"�P.DR Ei�;ro°°35Ir x NDPE PC ADR 21 FDR IVA) D. SECTION A-A SECTION B-B swrrr 157 Dr 166 PO�v P—ECO"BATVE VOCYEND CVP OPECEN EVA'ENDEBADDEETH. TO ICALE T T R£WRD DRRWING N0. SERVICE CONNECTION DETAILS STANDARD SERVICE MARKER TYPICAL CAST IRON CLEAN-OUT BOOT STR-874 NDF TO WALE 5 -CCE IECINED Eaca STREET TAP NDF TO sGUE ENE g E1210J DOEUSign Envelope ID'.93524C8C9BAD404&A46F-3BB585OB76E8 IT" ma�FD ore sTaNLEs f s Je, cutBiFB PiPF uNPavFD+aav[o mNertn[R a[au E�ulc�mipON 5 a"I'II'DI ro1e'l*E ueEi lEll"IN IEEE I Nc PPE / irvs DE o0 Des Nc I—Fll SEE 1—2 TEM B(1=--\ aav[r' IPEE.r Do NOT caou, soMDvrt ` —DED ETEEL aB EDIT lFPFEF rLENF O IEE NOTE 2PENN 11NNEll s_ Ere TO IIDLE CASING DETAIL -1 IN .ClXDM M IF FIE T E BDA owB�FB PPF a DEP IDNo"i,.I OPOEI IFMENT IEMEN/U) OPIED OB suNFEs oIE�Nc 'NOTEPFEET : vrEmFD=TEFL oe reONNEre sOPPOm - is euNNFeE z MacNni M-11T EEF BLF 2-DFM I BlIDE mE 2 — aO�PPF EPA oT'Fa,BT� 1EE1RMDTEDTN N — OFF a �..o..P�.N'PL �D D> DE�NnaELE.NO1:�-TIEROAoIECTLL ION 12"T036"CASING DETAIL �T.aErITNrcDTEHIrr�NErODE • • - NIT TO EBF ,OPE(°EMEN-III—IIIINIHaTrsoa°w'oEwaILL EEDDNO IND INTIL E FTOIEN lI.EB MITEB�IL.EEE—E LADMFB ;T>;`TIT111 IF111 1 oaHi�FkN�ootil�TNI PlITINI ��HE -PAPE DN.2 H rvooF;�E�ENEmc' EEE NOTE E �NaT�ML"TOETEBNL"' MDneE�NELDDEFIETHEDaI„�N1/1-1:"�ILIET`o;` M_MDM OF ONE �O N TRENCH BACKFILL FOR WASTEWATER LINES E 1111 0- ¢s EDF OF+DN CASING DETAIL AND PAVEMENT REPAIR FOR UTILITIES _ I1iS o W 0 GENERAL NOTES FOR BACKFILL > E TABLE 1 TABLE 2 U BEDDING AND INITIAL BACKFILL FINAL BACKFILL (BELOW PIPE TO 12"ABOVE PIPE) (GREATER THAN 12"ABOVE PIPE) UNPAVED AREAS PAVED AREAS CONS OF NO CASING NOTES: ODDEFD DN C eEaND OF NaTDBaL=TONE O ENAMEL ""TED"L IN.01 MPOIFEP MDEIDL. MITENIL MPOE'ED IHlu MEET TME FOLLOW". TPEDa L FO BE F FEE OF FOCKE� SON <1 IT IN Ls�N�MiN "Eqo)"�cNNEss s�uL DEeDL•aNDmLE MEITiNcIINI III Ll DEEP THE EOLL-NO 111—n wn Ea aeLE.ONE rEnEEain �D Max. TO BE PLEIED ��N o TO 2ILL IN aIF SIF I E. o�oP B M-1 F.1 F IF MIINI ED E IF DDT.DDaE Fore. B TO EOMPEIT se>.DB ID PIE-11,TIE IONTI-01 �� o iPEI MEOUOO TIE TONT IEOFNE—Oa D, OPE EOOu _ _ srD.PBOc,oa mesa). LOOS L TS 0s 11 F IF FIT MaFEaiaL FBOM EuravnnoNML BE"EPS 11ILL I o W U O ¢N sw-sM F"-DM ED Ta tt] o MEF B T THE carerreiEre PiPEBIS DN n Tia/ =s:OF OPnMOM. EFF T4BLE 2-iTFM B BFLOwusE cEMFN, N 0, zQ o ND#Ii IEEE F W Q to w w Eno s�au NDT eE TDHTHEI THIN,z FILM THE Eno PLasicn N (Po 30 NP TO,o Max.IF NO F BOTTOM OF Bono BaEE. F BOID BasE TO o U CDIND OPICEID IlDLL BE NETOLLEP IN TIE CE-1 IF FIE E sFEnON. �z�s Ns HED regi ore DITIN FFusE creOSH PrEOsoD�� EL eN w ILL BD FM sraiuzFD a o I TIE F10 ENDI OF FIE IIIINI E.MDDEE LLJ Pa-e�PPEre,PES MaDEE E END sEIE,ClIN NEED ONE are creusF coaesF acceFOaTF�*,DOT DEM azi,ceaDE z T"IENss�(I.—ICTiaN TO mo"i,s su�c O.ryIP'OLE TOLLOwiNc CW M. o PEODOFTS—EM T a aPPDOUED FODaL DB I. H D TO BE IP'ED ON BFDD�BFMFNTE. w Dre I N: D IIDIHED DMEETONE III T=DoT DEM 121 CVNE 2 E ore B, anp+N� - q,O o d<D I NP-11o on M % F DIE..MEIT01E TD SHEET 158 a 166 4D_TED TI F.('/ aFaPTIMOM. o R£�Rfl DRRWING N0. STP-874 n g E1210J D,,,Sig,Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 PYATERO/STR/BUT/ONSYSTEAfOENERAL NOTES SEPARAT/ONOFfiY.4TERANOJYASTEAY.4TER L/NES UNPA✓EPAREAS PA✓EOAREAS r. 11 RWARFSEAVSoM 'SFEVSn AcroRlAncE wnR cn or roavls R, FAE corrs1 TIE on romuSsscrr AIR TRE cSTv WATER oETAns Ems cr.ECAAl s SAATURA, EWro 11 M TIE' ° AAR IPA I IETITI IF A. ITS E 11 A TEs REsu,Ts rmE aE TRE smExr wru RE uvcn couREETScn cE TRE RRccccT Anc svrs=AmoRC 'AT l,E wnIF nE AT,ER TST rnAll I AOR", scTo"T n,w eECC900UaEmPICEnns As ormnAE E eC,E, o�°i s�"o`e°'o`Cs`� 'All IESAII 11 111VICE 11TII III 111111E' "I"To A TR EIII v R TIAT E FARADIC All WTERuc,ARAB Arra EcuSASRT ET REcmREc To,nsA„IRE E ARovE x4 n R TIO PA PAVES C -• 111AAA"'I SA' IE111IE1 11 TIE WATER 777 C PROPOSED I sR�sscaruzAnom Ame vrecssvrece7 sRA„ec oomc ev sRc TIN IAcsoR 111E sRc creossmcs of c s me .wRvovs vreaeuc E,owi mcs. + v IF ORION IIE OR TIE KATEI LPA MINI TER PAVEv svRTa, fl ,s,E C-s>EM' EST 111AACT"'AT IS'All All""IE IF" I.E 1A <r°°w rA,TTr TST,RATTr. A„WATER RscRAR,E M1sT RE RECR„R,nATE,rn Acc,RRAncE_,,NRcc r� w € N SCARES AFASTA-11 I TIE 111A 'All IF A PIT AT A AT"'IERSSAIEI TIE WAIT 1A E rnEREA'R'FIST RE R11"S OFF 111E111 All"Ell cE Rv TRE R1NTRRCT,R. cT ErA—Rv TRE cN RR„R Tc TRE TIE rRI,R 1EI - ■ ■ --_—_—_—_— �rTryoE,°w— _—�TOPOT - T. res rwrrc„1En s's A.� ° SSATTA AT IF IF ACTORI"S,CAI"I'Trcn,E'ESTEFIT. All RE s,�rE A. _ SFIRI.F.RIPOl ESE C"A1AT,,I III AT, JYATERLIM-A/Nhi&WCOPE RREOO1REAMIAMS ANO`mss` T All S,v SIERT TR R T ,,,"E TIE S T R rnR T,S111 WAIRI wosn)OII rm,o v All ECSSSrr sERWCE mnnECTScns TSEo cNTo TRE=,WATE"IE"IE RE RE...ECTEc RC TAE 1, A A„uans Sn TRE STREET sSw„SwvE A OSmwuS,r cE ss'cE w U m ...TRAc.cR,Snc,v,Snc REccARnc ECSSRnc WATER mETERs. ST sRAu RE TRE conTRAc.oRs sc,E '' cSrrTs Ano REsvcrrsSRSETv Tc noTSry All cccROSrwTE wSTR TRE WATER oSvrsSorr SnsvECT11 sac REronrrECTTons/ ccvER Ano aE rz'�uSwuuw eE,ow svECRAT'AT AE v .-a SASS.EOR vSVEE�Ss ow. a n , , n T r s.rno T sTsr E r cvE 1 TRE 1—T •-rr r rN.TAR ssCS�16°,,. III a¢s "AE, T—11 rwvE A urmuvu I TYP.P/PETRENCN/NG BEDO/NGANO w li��x w IRS E_ A u" EE"T„rs oEERSER As A vncEE ma�TrIT I'll EcaRrrm TRE us of Two corrins cR IF Isc cE rovER A,AE rorras. RACKF/LL FOR 1YATERL/NE - U o rm,A e rC"C"E PA emrn o TE- TIE 01 SEAT SPIE IS 'I' 111E TE Ell Elleno/Pre oa o E AE ION IVES R AT NO WCORASE OF CONTRACT PRICE. WATER DASSTem ML RE me,nE S �r SE Ery, ACCrv,wnR TEES rz. All—11 eET—ETTmms ASS vA,vES AT—uA 1—IT 1E cu Tr IRI GENERAL NOTES FORRACKF/LL U rs_ IFFITIDERE All"All R, ""121TR " ,aa T i 1ea�z "'T 1E IIACA IN" R.oww.. o AND lz aeove vaer (1111Teav�TRaa ver c 11 swrvE ErnSWcA ARE 1,0111.11LEss oTRERSFE 1111111E,ev TRE WATER UNPAVED AREAS a Pit VEO AREAS All O"ATI ARE To 4 SRory REST,SRA„RE 1TSPEc'F,AN,FDAnccs I. m....FIT cR"AAE RETASNEft CtAN1s.11cTltE uarcre<,A""Arc er crevsru"cr a"SOTure<, "S11E ore°PSAR11 DIA""PA � rs. Ava. R�s:Ru uEET TRE ZE O N a EIA 11A E RIA ENIRAIEI v1101ER EcvA,,vA,vEs WS„RE FIAT Eo cR ErEEl As SrR unrs. Toucwruc. N R1 WATER ISITAIN—DOT 11111 LI) ASR' TEEP ASD 1-11 DSAIIAEA 1 1-20 L, IS CIRETRACSScvRs vI01R To Sa C.IIIIATE ToF cE ECm1 WATER sysTE,w. vEcrcR Arm 1011 All<rEECST cvsc 1 2A rasTw,ITT.TRE rm,cw.mti rnSTcre4+ °� To eE Sum �C,Z o 0 r�. ATE x T S r n .TrA—AS 11 1 RE WARTARPTS,r rvnEn oEnns uEE E nnu c�,aT Eaz 11 wsin.rrecoov ageJ.vs O°uvACT vv cave nc vrexmR O m r_ T T R S: n n S S —ITACE srv-sro ow-au To.ar cr 14"4111. IEIl El EST s 19. IPEs sSrAu RE SWSTAEEI sa rSry vmE mENTSRCAnon rdARarScs ARE LOCATED ON TRE A- 1x:1 nOE ° ec 11 re v v DETRI Ence�crelNe w Q w A. v 21 All—1 cE 1-1—E1 SAvuA IT SHAE 11—S PIS IN-E crawETcre.uimuma. viamc°.nwcx`vr'-rw To re uAe 'FOPO�` o Q U ro'R,2"I RE,ow WATER TARE,o ROT,o,r oT Rc o o v AI SPEC/AL NOTE.• cRvw,sc>,c FA cce«-A�Rsw,TEIR p,.00 ETM>P T°z 3. orno�..._,"" Tc�I,ASRl`va�`AID IRS,s'��TE;°E pW M. RET 1< 11 11�ol nc "A 25 111 c1.1 AER cE„cn Er�REERr SHEET 159 cT 166 2,_'ATRc To 11 1111 Tc RECORD DRAWING NO STP-874 Eco g E1210J DocuSign Envelope ID'.93524C8C9BAD404B-A46F-3BB5850B76E8 �o Ear cures �� aE m,v�n ec of as v,own. / uCEI ® N smEw�cK raua,N.c., l�N cuncv mnn,ro artnunu creroc cls on,cre gcvs 1— IE I'll �m -« � �> IIE—111 > _ rem. o 'q�"^'��"^re EXTENS/ONOETA/L III IE �roaoE,eEaroa�� IIIEI 1-1 IE IEI F/RENYORANTASSEAIBL YOETA/L/TYPE>/ s vi t egoILLv o T o /SAL VeBOXOETA/L IAL 4EBOXOETA/L OPAMAIENT 9NAMRAL OROUNO ,o rroE coos " No.,o scar �«.111—u IE e 11Eo III—Eo.11 eons � ,w�Ee oreoo„e�E P/CKNOTCH DIIIIE ooE.�E,�E SON wc�E eor vsnEreN m N o v .EEFroi) svrva weer _ �Cl Z o 0 ezu,os o—E ow s as aEo:ua aR J s ,=wrP=wQ „aE�.aRa w Q L -- C) �o earn on czr eE�,.,,E �' Wg� I v swvorer s,,.�u emou of E„E arou,m .� vocwv,x °� ��' /� /e're 0n) JAW erewwoE eco eEww .w,��,.,,�ono,nua sor """wE'a`o.-" ,aoeEa,.„K L/OVOETA/L o sr+crr 160 or 1 66 F/RENYORANTASSEAIBL YOETA/L/TYPEZ/ ao��o E�� acw�w oanwiNc rvo. F/RENYOR4NTASSZMffL YOETA/L/7-YPE21 STR-874 Hm,o swE Hm=o srxe �g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 PnNo amr CAS/NG SPACERS E„ s,aomr,�c RRicR wac3 —CE 11111111 IPE III vsNcr areom,cs,�c oa rNGnrcv s w.,,,o,,. 6s 'llE o ore s,PPo� ,i"',`,oa., w.roc nRo�- PPE Mp 01 1 D11 11"1 J1111S D11111 PIPE/NSULATION RETAIL a„ EE�s{ygTE.PL/NEAO✓USTiWENTOETA/L MC �E°" usro. �nboa mPnI rare sa„crru,s s EEE.. s PPc —.111Dev wP,ra_N "Sp_ - ,a ouorre vrnsrePr 1076 _ E /NSULATOR SPACING RETAIL f$1 S�pcER Q �PP�w� CPL 5Ye1L Eo E,�,.,�..cERs n� rya o I—E _ oC cl.. ns ARp .c o 0 / TY.-/CAL CAS/NGOETA/L U —E j 0- Q,o x U IW—o d�G a curevsrvre Pc 1 OE�a"f swE cures wycncvcre vosvaic. L —,Pa 1.screocr. TYP/CAL VAL PE/NSTALLAMN U THREE TO S/X{YATE.P CONNECT/ONS AT/NTE.PSECT/ONS o ag roa s ,ESE re�srre rrrsr. ,uo w _ s ure.sss,�asow L�muEs.1-1w SON a Nw,vs �� wroic rov movies wvvic rare v PlEs N ���'euss av 2 11-1 2'—E 111 C,p o 0 OE= o s;,.,r—El P — 4— z vaLvc � T"T"EN .,,.,, 2 Q Ipp" Noa Eno z.v.,vac NmaEr ss z cn,v alar ,u,s srreHcr,o,o.r Q U a�W o0 o s ,rN rovers P re 11.1h �, P�w rico V:,ter�;v�,a�ovres s 10oao,,.,, s,�ss Parr g o ,uo„ra,�oo`.i 2 muar.�cA—j 2-112- w IISIES '0, W,,,wP,ry qoN",P"7,,,i s ,adc o�s-N n:�„ooAs �°o'�i�P r z, -.ono ore��so_r ow NOTE IvE PND-r E oo.coaar�r.c,,,ro„P�.E,Pa os vouRs Na,,,,cP�,oNi a," SIlEEl161 or 166 DETA/L:7" PS aor.Pw,nS-,Prr orePss RETAIL B" aRass,cr'11 mrarcPPs s DETA/L C" ���oanwiNc rvo. TESTR/SERASSE MYCONNECT/ON TESTR/SERASSeAM Y TESTR/SERASS—,AfsLY STP 874 xm=a scuE %E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 I 1� III III I E s✓avvrpov_ N w uCEI ru-acv eou lev rn✓l � � �rza avo c✓ncR /'���/a lrvv.) nnu w m�rorvc.cv,.e recx ( �vus xu uan ro ucic) �a�vct MEicIEu1 R _MI .us..3a 111n1 RcIIRc (E-1car� r ( �— `I I- ren�sce imcre w A roreroreA��oN nova` o-�s reRou uoreizoNrat (ENCLOSE ware vo�mrenc�vc) IJ /��� ���\�� ��Ns o�v Pv11E ereo�cc rre rue, ore BRASS'W-,-ETA/L MARKER LOCAT/ON "" ii"ore`,As reEowreEo IA. oN N PRE-SETSER4/CEL/NEAMRKERDETA/LS SERF/CEW/THSMEWALK �EA��oE SEE�' roreoore�,�oN noo Ho=,o TYPICAL CUL-,P.SAC SERV/CE -- "eeres Po��n�reE SER[l/CEL/NEMATER/ALS 2�reo ore.wE K bE7E1 eo.r�m z�rov°m,�o.wA� � re cevicc c s (n Auo'w�o}ore e;'P ..�re�rre M.+„o. core re iw,�. s,A_,Ao oma,AAr�„ore Ere,A�,„E3E111Erod' rorePreEe=ro�I-E, laMmoos rre our+am°o MEre(R�ore�o EWN.I �eE re=<e. erere�e,�E «re„P- rePo,�,ro�oP re�a�.��e�,k���re���,.tee. �m a Q s ®_ r,�e ��AA1 Allow coaPoru oN s ov a-s rrereu rererezren?A� r000° �.re E,✓< 8 �� °wi III—'El-1111-111,r°o-El ore o,�e oreEre�n- o �rerere E �� e �ePP�`°or.1-gores, E N,� soare1`o� o «Ell' eA 4E 1—eE re ,�re � mreu Ere A e. «lo'o SERV/CE{Y/TNOUTS/BEit�ALK c rer mNgasi ,✓v reore�„�N i jos «er srre�Ee�re«o, reroUreEe�.k�byres-i' -—Ir,.re e.Pry�oMPreE�oN. sow TYP/CAL CONNECT/ONOETA/L o ,��E oreE reo.�s"HE.—,°ef0o�3.1,�A�m �—u` —1 —0-11 ec wrewPEo�Po�r�.re�xE. Opo a oo�reNA e�gre. � v,reriE Ere A� re e�oA �'8 o -1111 asE w Pre<< �o-re««�re�E AA Q R.�i`oRnE� �erePo�rrore —� re meM w�I re ;I= roE �E o ,repo ePo�rereN �PPER�Po� v ius<NN Pia Po��ie�, irerePo�m os re �gX o ,Fre re ,4 ere mo cs SER4/CE/Y/TNS/OE{YALKT/EBTOCURB IDI 111 —111 11 1 „EaroEwA�,.seoA.,o„. SNE 11 A eonm� o.eoM �n.o o 1-1 o�„o�EsHrrr 162 or 166 A. rew Eres�M�nn ��rea�oe� BOLLAROOETA/L ���oanwiNc rvo. TYPICAL CONNECT/ONOETA/L STP-874 socwn�K Ho=,o s:u� En g E1210J DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 Eac,noE uEw aiNc.co✓m u+o IE11 E iEE1(11)PIP, NEWFn i�' Ewm ",A, reeoui ALL musF,Fre E11 Fore Eac,noE NEI amc.1.1 allo i Ell E iEE1(11l"PIPa urvvWFo i anvm ,xrem, r+eouirem oinuE,Fre Fes Fere MANHOLE REQUIREMENTS xoE[aua roa uE cin �' ^r r.000 Es roxraE,[coE,aa(EapnnIE PPE ona[r[x unNxo�E onNErEa ••^�.� ro,unNE'FAB uo-h E oco vs earvcwE,E rou.a 1pre-1F uoEE axes roa uE cvn aIA a[uraacEN[u, Ma aril a[aa aE ur°ac[NEu, #<aa9 EucE mNcaE,E F.FBI IF cnaeE Eurc crNcwE,E,a,°E a cca IFFEE,11 i�,r� APPROVED COATINGS TABLE \\ ll\\ 2III Fore nEEreorF L". 0) II FAFE 111L IEFFFIPv`••,•• BE, `BE IF- o,nEN r a No �" n uEe F r," IIIA1 n a E11-11 ALLPEI 1.1 ,xE11 EEI'srFA��EN, FAAF , III EE ll ;� oa re �E FE ° ca 1-11 o oa n„,IE IFN11°E IIreFEE NEENnNo All'eI. v �N r°a`�a` �� -- — aE soa zre a FE�BIEE Fa—a - EE Lore s o" 21 E-1 IF,E �-LI N �� �EENN® n<, r� IF_ 'AFEr< �� n�NE �a�N1.11 r,uA'�, 0: nexE — °N��C�a E E_PI 1 n6nxa e~wrx� 1� 1 of o of r IIEE oN �x o so �a EM 4z, (rte M o ouuowuEa s EaESENr 0s NM F caexuownrEa s EaESEu, FE El 2 more owsnv u ,s,N ossa vreoeare uos°reEu os U uu z' x nnureE 9e rEw FIBERGLASS MANHOLE CONCRETE"MANHOLE re OeEW �'IIf.°"IIIIIIi p W w Nor,csPPE N0l,o11PIE c� o corer�u� ,-p,a o N F�E�aENo E' nE➢nsnAN, wxxoa WALL B�aEcaeca Al� — � Ell cPOE, EA E� E) „rEa sore n Ea E�EF I"�I aEEE of EPEE c v PE rc PA,*Eao�us ME') — �N�=ETE ~nreaoFF`o 'o N,MI PE», No,o ware �P reo eP�E PN.n°�N=«<,m EF El I PC'E,F EreorFn�nN �o J WASTEWATER MANHOLE BOTTOM N,N"°EE °'re�°re (BOTTOM) PIPE SEAL DETAIL Nora PIPE Nm,°smE p p o 0 ,r eENe MANHOLE PROTECTION IN UNPAVED AREAS o WUo sEIF PIPE FE,a, N GENERAL WASTEWATER CONSTRUCTION NOTES. (CULTIVATED/SPECIAL) N NA'I rFELF Q ALPN,%AlH ��N o 7,1DE IEIINFn,nN,F %E° 1F,III FAA,nN„a x„Fre,M,aen,reFNFu re corer Fore pxi reNr o as of N'siRaca'l"1111` a W a FILE ABLEAll FBI a uE, �c c°weaE auo Null ppIEIE,o,xE w IPE cu L"F LEA FEE «reFNn ` eo„oN sti,I" 'o`sicr7Eo%0.x"s*nuo xro`ao'T",ELEI PIE ERPEere /Exismc cecu"oJ rIN1:u cr�xNo EE(e EEE)oa E FEE °a�.r E IE, TPLE All E"D EAP 1, tPw<`uR uusi e�`1.11EAE a"IEEEuauE"re cc1Em.^IE�awraisaxaiauc�IlEEIF oaE roEIII 11 1'MNFBEE ccELAre tiuwucLE ON LE1,Al ,1s�°�"E(MNIEI �-#4 r �NFEN ,x Nx a F,eFrec Nosere,�n eENrx NNs,�c NE F,�cAF1FRE°Pn -.1 N IEFre°”°`"``'°aEa aE°x'aENEMs MANHOLE PROTECTION IN UNPAVED AREAS 163 A,186 R£WRD 0. MFORCE MAIN N DISCHARGE MANHOLE DETAIL (RESIDENTIAL) STR-874 Nm,o sruE No,,o sane cw%EI2103 DocuSign Envelope ID'.93524C8C9BAD404&A46F-3BB5850B76E8 FE Fa ias EaucwEN NEEP [L us,sl EEiuFO,, [uT i a eoRsa(FEFviDE EEeaE }_ LIFE no[s ENS e �wT ro.iusuEl rervrs cw[Tp� ) eas/EIII iv:s�—IENc 111 paucu[N FIE ENIa[1.1L,ENN cu:EN IIE NFENOI wnu p I SEFv[N a[svEi Nc sEu AxN reaawFEE„E eono , EL j 1ILL IF 10 11,10 D LL IEEE—1L.svuE iwoNNo Exnsuu¢wnu�utEsaaP nNORmnouirvE crzouo.H vEN��sNaaam iusEm FEM�F1,EE1M_1OL1EFEL IF sAcus'IF—IE'uENt/11 (E—EacnTiINS TD EE nEE o NEN er I.T—.1) - mus e SEE 01 WALL IEFIL PENn E UEE A11E AFEE °�oalloa°TFaEF IEEFIT EIPINO - NF PP1EE-E �OEEv P — �E OF) Ell NNF a� w��E1NF,F PIPF E«sF FEN L'E'E � N.AFEE.DBENE' FL..1LE FILL W11 DEPIFILL NEED FE wA EENTa11 o�;oo ° NPOEN NENN . Vulls 0- 11F.Fe lIFeFNE1; fPR101WIE NN El EIZINICED E11111NF OFNE EIE EFFTINN TO EE.N EEOP„au o xw w- o FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL o NFT TF 11OLE NOL TO IIALE > e m NE,u<O'AFEE LE'ElNO Uzi,,/:��Fs�N F��Fu_F C ) NFE FE E�NF F�wn I S IED TD NILE �o n ENn�nE��EE Eo EN�Ne F�ro�NFNnTE _ — sFOEL FEFADE aN�E s s,E EFw�Nw�eFN w�x n 3Of NOLL E eEn inEs mou uoN oEE FR ae F u u,EN,wE vLuEUENr D OO T/N'SPscE Eoe eFEE cnvEx iN Fa p _ -oN p"En Nessa us ILOOF NFAN TEEi�lIL s O�FTI EED fsosu.A(LEP)um y N o FE Ewcxm i I To LETa F F. E E E o W U O o 0 COVER PLAN VIEW FE�NE EE��E�ra,�Fr< "^FFEE EEFw EE D�.,EN .,AE�N,NA�FE s14e o IWN2 'Im $ NO'Ta s-E W Q FFEN�N _ HE�eo) v,'Nin NEaocnEKE: FEE FINE" us.EFUNSFr s, E-iI a FEE—FOIN- 1PEINEI ON a a --a a NON - sFEFncnTiFNs IITY Ea'm re�p......FEEW o E-INNIY 1111 (') wE ENsN FEE GLIA swm 164Fr 166 w F F s 11A<E EE F,OAMETEE ANN NFT iFIENNED FOI—FED ENIEv. o R£WRD DRRWING N0. SECTION OF RING&COVER RING&COVER APPROVED LIST STR-874 NFT IN scuE - cw%E12103 DocuS,gn Envelope IE)93524C8C9BAD404B-A46F-3BB5850B76E8 APP RO QED ARVs a1D'✓oE EPGIuanv 1cneic IREPORE 11 R NO FREE.11 &=c III 0 oxsAsuam MN. e Mu', s rv2ow rvre elol. OR ea nR MANUFOOITURER NAN lsae \ FLEaoEEE1s Mus ro su / Exs No wivau caauNo npEEa t *[s MC Ea¢s'uaa i s ,S' s Em 1111[1 / I LOGO, M LUME z�a'Pmrs or ��nv1lPrea�o0lCa�mre°reex nEl:EMEx, o`[`iwF -ou, \ \ c[ N,/I� Apr IGIA,Eo1"aIME�=re���° °RA°DNEEE1111 °E PAN FFa'o P E`M,f D E re.s EEaMA- 1EPPEE 11E EI ° �M��®�a �'a �EEre� MIEII ATI ,�o w°� s�°°E av���°��oEE�MEM �o°'EE`�l�E��°M N I1 E1wN�N1 NNE bII Er�NFre E � , IGNIIEFE avv v� ALE)IF �rere��,°re�re�M° "'FEAR FALL BE"EEN"'NT6 IF 2-1 IFro1NE1a,E1 Lv<E ,_RIUE 1EE roNRALI-1N PLANE vaN,1e II IRFRONT VIEW °°°°" 1111,E SIDE VIEW —POLL 101 6 IF ,L"FI,O�MUM BOLLARD DETAIL DEEP CUT SERVICE CONNECTION AIR RELEASE VALVE AND MANHOLE M°'s'IreE`I1,EM N°„°�_,°I NI,.I 111E N III a Q m N°„°SCLE 0 U - - SERVICE CONNECTION NOTES. 6 E w FINN=c, 1 LD'FLING1 TO IF AILGENT IENPL�EIIEF GA°GRED 111EALEN EF°I AlANANE, ARE 1E�eE LEES<N-I°I.EE°as INFILL 1111 FE FLONNE,ON 1�A,Ere, /1.111 I 111,I FROM. � N 1E11Da I� _ z EFFEw1E F11INNEEDAI EI ENRAIF,1E EPEE A/C IF INN ,IF,I� MwN `s E.pM1oi PLAN CLEAN-OUT BOOT o� IEE No1E) as REND NOE�M112 IN .LNI w°N°R NIL 10 s=ue Nm,1 I—E c W IN EREFEI D) FEINm ® ,EE s1E,a reNI ZE wE 1 uLIFE MAG FLus1 IN aaE O IE, NIEI sroNEs cz Enc1j re M1EOMEN, wN wEreEllare INIILE.w�.ore sere R�ae�reeFE oe�1111 a me NILE oe 21 EI1” w11 EDW SECTION A-A SECTION B-B 11FIEGIE END aA IN�ENE- a seen 1651r 166 SERVICE CONNECTION DETAILS STANDARD SERVICE MARKER TYPICAL CAST IRON CLEAN-OUT BOOT mreo oaaw,wl ma. NO,I PILENO'OF IGGLE NO''I GORE -El E�s,1EE1,L Nm=I nuE STR-874 NI,IAPPLE ccr gE71f03 DocuSign Envelope ILS 93524C8C9BAD404B-A46F-3BB585OB76E8 IwaED ON IAPIEs rvRRi[R PIPE uuanv[o+anv[o " INNIN E IF AA""E FEEL III(015 E11 Po ILENEII,NON 1PIE II lE[IISE IEII E. HED 11. PEAE wEEo[o sEEE oR ru,PDEVETEL =7" Q Or IPANS Ns o[ LN-11 SEE lIFIE z TEM a NSE aSPEIEI DPPaE, ILE 11 z c 4"T( 10"CASING DETAIL FLllEll�llNlIEELlSi�M ";ll`lp1 %TI(ELSE NE LESS DAT,O s; LF INE sEABL�uO�mND E:D�OF,RE ELs,�NO LE I-I OF DEMEN1/ 11 EN, cmTeL ore swxus sEEE cs"a PIPE awRiEe P'PE iDsoE - *NOTE: NO 11 AEEDm AFEEI of csr PAIIEIIII s11NIV of as"o �v sEE THEE z-nEM ED) 'ETF ET FEL Eo MIEIIPL� - T�Ec RUNN[Rs — Mwwoic VMtWNa i2 a(PINiE I��P mEPFua� PAPE �nI,.N,OTTF E�rrFo.o lF�"�orc��,1 lA " 11 �� PEP>�"N - _ TO DETAIL E�E36"CASING M,aP>�FM"FNT". 12" -.1 FM E"aF ALL BEEN 1 0as OAND I RND�E ICFF.EEE I IPIAL E,wEENIRS E�uPP,;;III x:"aNm;�a�M�wo���r����;oM�wne:� ti _ .R..EE1111 ILL M�N isi�,M:`3�M«'ISE"o�n:xE�Mw;��"AN�=iPEaR;�M�M����:�o'"�� 2 ENIE SEE DATE I wnR Oa,uvO�MR,ERIL El.NEI—IFN ONEF NE IN„°EE,. MODMOM OF ONE FOLT FILM Fes" TRENCH BACKFILL FOR WASTEWATER LINES y Jp1N1 CASING DETAIL AND PAVEMENT REPAIR FOR UTILITIES o �nl+3,Q lut(oWw NAI LE ISLE NET'A SLE GENERAL NOTES FOR BACKFILL ° E TABLE 1 TABLE 2 ti BEDDING AND INITIAL BACKFILL FINAL BACKFILL U CBELOW PIPE TO 12"ABOVE PIPE) (GREATER THAN 12"ABOVE PIPE) UNPAVED AREAS PAVED AREAS 111 L"NO ALL CASING NOTES: "FILL RSL�IIED R ME TRE FOREP IFIll � MPP"�M40�L OM,"��SOPPOR,ED AT RLE-LN smE ATs�DI EP>EERP CT ID�OEEOw�DI ERIER�M EEP TEF"T,FR„� FEE Ma,ERME MEE,�DI, M x �F,E ro RE PaEER�o - o o . "nEiP° eiEa PI ES IMOD sIRE o°L� r N O POOOOmi�ORPRO�Eo�"DOO�Ei` M O OF OzaAT FOR M<,M, O III FOMPAI,11-LILT IN PIOO,LI 3, ILE PRDMD"PEE`E 'A IN .PROOF R ID_, o o — LIMPS, ALAN_ DONEO MNLEANN IEPLERT�DN RE,PEEN TRE MR.�MOM OO IF Iw-IMN IN -00 NO LPIMOM oo,Os,EO,O OFF NAT FFFF,MMTFI��L FILM F=F<�aION w�z ENSORE FRO,,RE ATRR�ER PAPE�S QOEOueTEEO ENTI.TREN OSE IEMENTIAS a Uo m NO a zs - IEE TFELE—EM E ELL- w R OF TRE PAPE SEAT�ON,RE M>x�MOM P�s,�InYPP �NOE°LCPo'--°�Po"a;o MNR OPIO,MIEN, EATTOM OF I—ERIE TO EATTOM � ESSLED AA THCASNG OLOF,s O�N NI nFO)OR R TFEEE,OSE IROIREO SLOPE E i