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C2022-015 - 1/11/2022 - Approved (2)
DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 0 °b�nnwo�Ay"v 1852 00 52 23 AGREEMENT This Agreement is between the City of Corpus Christi (Owner) and Reytec Construction Resources, Inc. (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: Junior Beck Drive-Bear Lane to Old Brownsville Road (Bond 2018) Street and Infrastructure Improvements Project No: 18023A 1.02 "This project will be partially funded with Federal funds from the United States Department of Commerce, Economic Development Administration and therefore is subject to the Federal laws and regulations associated with that program." ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Urban Engineering 2725 Swantner Drive Corpus Christi,TX 78404 stephens@urbaneng.com 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel, PMP—Asst. Director of Construction City of Corpus Christi—Engineering Services 4917 Holly Rd., Bldg#5 Corpus Christi,Texas 78411 Brettvh@cctexas.com Agreement 005223- 1 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 390 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 420 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 $1000 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$400 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 Agreement 005223-2 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 $ 4,888,569.75 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, retainage may be increased to a higher percentage rate, not to exceed ten percent, if progress on the Project is considered to be unsatisfactory. If retainage in excess of the amount described above is held prior to Substantial Completion,the Owner will place the additional amount in an interest bearing account. Interest will be paid in accordance with Paragraph 6.01. E. 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. Agreement 005223-3 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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; 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. Agreement 005223-4 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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. 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. Exhibits to this Agreement: a. Contractor's Bid Form. 2. Specifications, forms, and documents listed in SECTION 00 0100 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Solicitation documents and Contractor's response,which are incorporated by reference. 5. Addenda, which are incorporated by reference. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award,which is incorporated by reference. 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 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CI uCQPdR 4S CHRISTI l7ocuSigned by: �M1f J 2/4/2022 2/4/2022 r'J'7 �, E5ECBFF13CEF4R0... Rebecca Huerta Jeff Edmonds, P.E. City Secretary Director of Engineering Services M2022-001 AUTHORIZED 01-11-2022 APPROVED AS TO LEGAL FORM: BY COUNCIL DocuSigned by: ken Mc(ry«r 2/2/2022 RH/SB r-ee��a Assistant City Attorney ATTEST(IF CORPORATION) CONTRACTOR Reytec Cpmt1F.uftq9fPResou,r es, Inc. (Seal Below) By: 2GQPVDA�kg" , 2/1/2022 444 Note: Attach copy of authorization to sign if Title: President person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief 1901 Hollister Street Financial Officer Address Houston Texas 77080 City State Zip 713-957-4003 713-681-0077 Phone Fax greyes@reytec.net Entail END OF SECTION Agreement 005223-6 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 00 30 01 BID FORM-B Project Name: Junior Beck Drive(Bear Lane to Old Brownsville Road) (Bond 2018) Project Number: 18023A Owner: City of Corpus Christi OAR: Desi ner: Urban Engineering 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: Reytec Construction Resources, Inc. (full legal name of Bidder) Signature: (signature of person with authority to bind the Bidder) If 1001, Name: Gregg T. Reyes (printed name of person signing Bid Form) Title: President & CEO (title of person signing Bid Form) i Attest (signature) i State of Residency: Texas l 'i Federal Tx ID No. 76-0516513 Address for Notices: 1901 Hollister Street Houston TX 77080 i Phone: 713-957-4003 Email: greyes@reytec.net ............. .. Crrou��� q . ... ... R �;RG2'Y JR * 123299 N5 =of8 Bid Form 00 30 01-Page 1 of 4 Junior Beck Drive(Bear Lane to Old Browncille Road)(Bond 2018)-Project No.18023A Rev 8/2019 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C o Old Brownsville Rd)... Report Created On: 12/1/21 8:57:25 PM BID TOTALS BASE BID(A)HMAC Total General Not Bidding Street Improvements Not Bidding ADA Improvements Not Bidding Drainage Improvements Not Bidding Water Improvements Not Bidding Wastewater Improvements Not Bidding Gas Improvements Not Bidding Total Not Bidding BASE BID(B)CONCRETE Total General $306,010.00 Street Improvements $2,680,609.25 Ada Improvements $284,722.50 Drainage Improvements $327,530.00 Water Improvements $502,606.00 Wastewater Improvements $657,296.00 Gas Improvements $129,796.00 Total $4,888,569.75 General No. Description Unit Qty Unit Price Ext Price Al Mobilization(5% Max of General Items) LS 1 $12,000.00 $12,000.00 A2 Bonds and Insurance AL 1 $50,000.00 $50,000.00 A3 Ozone Day DAY 1 $1,500.00 $1,500.00 A4 Clear ROW AC 7 $7,200.00 $50,400.00 A5 Traffic Control Mobilization/Adjustments EA 4 $3,800.00 $15,200.00 A6 Traffic Control Items(Signs, Barricades, MO 14 $6,200.00 $86,800.00 etc) DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C o Old Brownsville Rd)... Report Created On: 12/1/21 8:57:25 PM A7 Portable Changeable Message Signs for EA 4 $12,000.00 $48,000.00 Traffic Control A8 Truck Mounted Attenuator for Traffic EA 1 $2,500.00 $2,500.00 Control A9 Block Sodding SY 3200 $4.50 $14,400.00 A10 Seeding SY 6700 $0.50 $3,350.00 A11 Silt Fence LF 1000 $3.50 $3,500.00 Al2 Curb Inlet Protection EA 13 $120.00 $1,560.00 A13 Storm Water Pollution Prevention Plan EA 1 $16,000.00 $16,000.00 &Other BMP's A14 EDA Project Sign LS 1 $800.00 $800.00 Subtotal:$306,010.00 Street Improvements No. Description Unit Qty Unit Price Ext Price B1 Mobilization(5% Max of Street LS 1 $70,000.00 $70,000.00 Improvements) B2 Street Salvage And Excavation SY 14040 $8.00 $112,320.00 B3 Demolition of Driveway SF 8724 $1.00 $8,724.00 B4 Demolition of TxDOT Driveway and LS 1 $4,000.00 $4,000.00 Culverts and Regrade Ditch B5 8"Continuously Reinforced Concrete SF 178560 $10.00 $1,785,600.00 Pavement B6 Limestone Base(7") SY 22003 $21.00 $462,063.00 B7 Compacted Subgrade(12") SY 22003 $3.75 $82,511.25 B8 Driveways SF 8724 $11.00 $95,964.00 B9 Furnish and Install Roadside Traffic Sign EA 29 $560.00 $16,240.00 and Sign Support Assembly(Triangular Slipbase) B10 Remove Existing Sign and Support EA 4 $65.00 $260.00 B11 REFL PAV MKR TY 1 (Y)(4")(SLD)(090MIQ LF 1800 $1.00 $1,800.00 B12 REFL PAV MKR TY 1 (Y)(4")(BRK)(090MIQ LF 3755 $0.90 $3,379.50 B13 REFL PAV MKR TY 1 LF 3755 $1.60 $6,008.00 (SHADOW)(4")(BRK)(090M I Q DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C o Old Brownsville Rd)... Report Created On: 12/1/21 8:57:25 PM B14 REFL PAV MKR TY 1 (W)(4")(SLD)(090MIQ LF 3390 $0.75 $2,542.50 B15 REFL PAV MKR TY C HEAT APPLIED LF 122 $17.00 $2,074.00 PREFAB PREFORMED THERMOPLASTIC (W)(24")(S L D)(1 25 M I Q B16 TY 11 A-A RAISED PAVEMENT MARKER EA 111 $9.00 $999.00 (REFLECTORIZED)(YELLOW) B17 TY 11 B-B RAISED PAVEMENT MARKER EA 9 $16.00 $144.00 (REFLECTORIZED)(FIRE HYDRANT) (BLUE) B18 Crosswalk Striping(Per Crosswalk) EA 1 $980.00 $980.00 B19 Allowance for Unanticipated Street AL 1 $25,000.00 $25,000.00 Improvments Replacement Alt for 25000 Subtotal: $2,680,609.25 Ada Improvements No. Description Unit Qty Unit Price Ext Price Cl Mobilization(5% Max of ADA LS 1 $10,000.00 $10,000.00 Improvements) C2 Demolition of Sidewalk SF 21965 $0.50 $10,982.50 C3 Sidewalk Retaining Curb LF 250 $60.00 $15,000.00 C4 Sidewalk Drain EA 6 $3,300.00 $19,800.00 C5 Sidewalk SF 27455 $8.00 $219,640.00 C6 ADA Ramp SF 272 $25.00 $6,800.00 C7 Allowance for unanticipated ADA AL 1 $2,500.00 $2,500.00 improvements Replacement Alt for 2500 Subtotal:$284,722.50 Drainage Improvements No. Description Unit Qty Unit Price Ext Price D1 Mobilization(5% Max of Drainage LS 1 $15,000.00 $15,000.00 Improvements) D2 Adjust Existing Ring&Cover To Grade LF 7 $1,700.00 $11,900.00 D3 Demolition of Curb and Gutter LF 5930 $2.50 $14,825.00 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C o Old Brownsville Rd)... Report Created On: 12/1/21 8:57:25 PM D4 Safety End Treatment Pipe-Cross EA 6 $2,700.00 $16,200.00 Drainage D5 Safety End Treatment Box-Parallel EA 2 $12,000.00 $24,000.00 Drainage D6 18" RCP(Class III) LF 168 $165.00 $27,720.00 D7 7'x2' RCB LF 94 $680.00 $63,920.00 D8 Ditch excavation SY 4800 $8.00 $38,400.00 D9 6"Curb&Gutter LF 5930 $4.50 $26,685.00 D10 Reconstruct top 24"of Inlet EA 13 $5,000.00 $65,000.00 D11 Level A SUE By Hydroexcavation EA 1 $2,000.00 $2,000.00 D12 OSHA Trench Safety Plan LF 356 $5.00 $1,780.00 D13 OSHA Manhole/Junction Box/Inlet Safety EA 1 $100.00 $100.00 Plan D14 Allowance for Unanticipated Stormwater AL 1 $20,000.00 $20,000.00 Improvements Replacement Alt for 20000 Subtotal:$327,530.00 Water Improvements No. Description Unit Qty Unit Price Ext Price E1 Mobilization(5% Max of Water LS 1 $20,000.00 $20,000.00 Improvements) E2 8" PVC C-900 Water line LF 3130 $98.00 $306,740.00 E3 8"x450 D. I. Bend EA 60 $555.00 $33,300.00 E4 8" D. I.Tee EA 8 $767.00 $6,136.00 E5 8"Gate Valve&Box EA 16 $1,300.00 $20,800.00 E6 Water Connection(Tie to Existing) EA 11 $1,400.00 $15,400.00 E7 Fire Connection EA 7 $3,100.00 $21,700.00 E8 Fire Hydrant,Type 1,Complete EA 8 $6,300.00 $50,400.00 Installation to Main E9 OSHA Trench Safety Plan LF 3130 $1.00 $3,130.00 E10 Allowance for Unanticipated Water AL 1 $25,000.00 $25,000.00 Improvements Replacement Alt for 25000 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C o Old Brownsville Rd)... Report Created On: 12/1/21 8:57:25 PM Subtotal:$502,606.00 Wastewater Improvements No. Description Unit Qty Unit Price Ext Price F1 Mobilization(5% Max of Wastewater LS 1 $25,000.00 $25,000.00 Improvements) F2 Adjust Existing Ring and Cover to Grade EA 14 $1,300.00 $18,200.00 F3 8" HDPE By Pipe Burst LF 2784 $130.00 $361,920.00 F4 8" PVC PRESSURE RATED WW MAIN LF 156 $216.00 $33,696.00 F5 Manhole Rehab EA 14 $11,400.00 $159,600.00 F6 Doghouse Manhole EA 1 $6,500.00 $6,500.00 F7 WW Service Reconstruction(6"or EA 12 $750.00 $9,000.00 smaller) F8 Control of W.W. Flow LS 1 $17,000.00 $17,000.00 F9 OSHA Manhole/Pit Safety Plan EA 12 $50.00 $600.00 F10 OSHA Pipe Safety LF 156 $5.00 $780.00 F11 Allowance for Unanticipated AL 1 $25,000.00 $25,000.00 Wastewater Improvements Replacement Alt for 25000 Subtotal:$657,296.00 Gas Improvements No. Description Unit Qty Unit Price Ext Price G1 Mobilization(5% Max of Gas LS 1 $6,000.00 $6,000.00 Improvements) G2 Trench Backfill and Compaction LF 3360 $36.00 $120,960.00 G3 OSHA Trench Safety LF 3360 $0.10 $336.00 G4 Allowance for Unanticipated Gas AL 1 $2,500.00 $2,500.00 Improvements Replacement Alt for 2500 Subtotal:$129,796.00 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C CONTRACT DOCUMENTS FOR CONSTRUCTION OF JUNIOR BECK DRIVE BEAR LANE TO OLD BROWNSVILLE ROAD (Bond 2018) STREET AND INFRASTRUCTURE IMPROVEMENTS PROJECT NUMBER 18023A EDA INVESTMENT No: 08-79-05330 " Q 0 POR x tFURBAN .* •:* ,, ENGINEERING ..................��!E�!n-.!�ROBARC .KJR. 2725 SWANTNER DRIVE ���G,����!CNSEO.�,�4+ d CORPUS CHRISTI, TX. 78404 Z/ a" (361) 854-3101 TBPE FIRM No: 145 TBPLS No: 1003240 Record Drawing Number STR-975 k AUGUST 2021 UE Job No: 37394-139-00 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 000100 TABLE OF CONTENTS Division/ Title Section Division 00 Preface Documents 00 00 00 Cover Sheet 00 01 00 Table of Contents 00 01 01 Seals Page 00 01 02 List of Drawings Division 00 Procurement and Contracting Requirements 00 52 23 Agreement (Rev8-2019) 00 72 00 General Conditions (Rev 12-2020) 00 73 00 Supplementary Conditions(Rev 2-2020) 00 74 00 Special Award Conditions (US Department of Commerce EDA) 00 74 01 EDA—Standard Terms and Conditions for Construction Projects 00 74 02 Certificate Regarding Lobbying Lower Tier Covered Transactions— FORM CD-512 00 74 03 Notice of Requirements for Affirmative Action to Ensure Equal Employment Opportunity(Executive Order 11246 and 41 CFR Part 60-4) 00 74 04 EDA Contracting Provisions for Construction Project 00 74 05 EDA Project Sign Division 01 General Requirements 01 11 00 Summary of Work(Rev 10-2018) 01 23 10 Alternates and Allowances(Rev5-2020) 01 29 01 Measurement and Basis for Payment(Rev 5-2020) 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 021020 Site-Clearing and Stripping 021040 Site Grading 021080 Removing Abandoned Structures 022020 Excavation and Backfill for Utilities Table of Contents Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) 000100-1 Street and Infrastructure Improvements-Project No: 18023A Rev 5/2021 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Division/ Title Section 022021 Control of Ground Water 022022 Trench Safety for Excavation 022040 Street Excavation 022080 Embankment 025202 Scarifying and Reshaping Base Course 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 Asphalt Concrete Pavement 025608 Inlets 025610 Concrete Curb and Gutter 025612 Concrete Sidewalks and Driveways 025614 Concrete Curb Ramps 025620 Portland Cement Concrete Pavement 025802 Temporary Traffic Control During Construction 025805 Work Zone Pavement Markings 025807 Pavement Marking (Paint and Thermoplastic) 025813 Preformed Thermoplastic Striping, Words and Emblems 025816 Raised Pavement Markings 025818 Reference Specification—TxDOT DMS-4200 Pavement Markers(Reflectorized) 025828 Reference Specification—TxDOT DMS-6130 Bituminous Adhesive for Pavement Marker 026201 Waterline Riser Assemblies 026202 Hydrostatic Testing of Pressure Systems 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 Table of Contents Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) 000100-2 Street and Infrastructure Improvements-Project No: 18023A Rev 5/2021 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Division/ Title Section 026416 Fire Hydrants 027200 Control of Wastewater Flows 027202 Manholes 027203 Vacuum Testing of Wastewater Manhole and Structures 027205 Fiberglass Manholes 027402 Reinforced Concrete Pipes 027602 Gravity Wastewater Lines 027604 Disposal of Waste from Wastewater Cleaning Operations 027606 Wastewater Service Lines 027611 Cleaning and Televised Inspection of Conduits 027618 Wastewater Line Rehabilitation—Pipe Bursting 028020 Seeding 028040 Sodding 028320 Chain Link Fence 030020 Portland Cement Concrete 032020 Reinforcing Steel 038000 Concrete Structures 055420 Frames, Gates, Rings, and Covers Appendix All Testing Reports as Applicable Geotechnical Engineering Services 18023A Junior Beck Drive—Dead End to Bear Appendix 1 Lane and Extension to Old Brownsville Road, Corpus Christi,Texas Project No. 19.53.040/ Report No. 34027 Appendix 2 TxDOT Driveway Permit END OF SECTION Table of Contents Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) 000100-3 Street and Infrastructure Improvements-Project No: 18023A Rev 5/2021 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C JUNIOR BECK DRIVE BEAR LANE TO OLD BROWNVILLE ROAD (BOND 2018) STREET AND INFRASTRUCTURE IMPROVEMENTS CITY PROJECT No. 18023A EDA INVESTMENT No. 08-79-05330 00 01 01 SEAL PAGE i STEPHEN SKROBARZCYK, P. E. s CIVIL "' ••" .q�,��� URBAN ENGINEERING: - TBPE Firm 145 r * ; `••.* / 2725 SWANTNER DRIVE .—I................ ...... �/ CORPUS CHRISTI, TEXAS 78404 STEPHEN L. SKR08ARCZYK JR.I �l 123299 ,' Office: (361) 854-3101 ext. 225 t� �o,r':��CENS��••"�&�% Email: stephens(c�urbaneng.com • •..... ... w ON aw For all technical specifications not listed by others in these seal page. i I I Seal Page Junior Beck Drive Bear Lane to Old Brownsville Road (Bond 2018) Street Infrastructure Improvements – Project No. 18023A EDA Investment No. 08-79-05330 Page 1 of 1 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 00 01 02 LIST OF DRAWINGS Sheet No. DRAWING TITLE Plans Junior Beck Drive— Bear Lane to Old Brownsville Road (Bond 2018) Street and Infrastructure Improvements. List of Drawings 00 01 02 Junior Beck Drive— Bear Lane to Old Brownsville Road (Bond 2018) Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 0 °b�nnwo�Ay"v 1852 00 52 23 AGREEMENT This Agreement 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: Junior Beck Drive- Bear Lane to Old Brownsville Road (Bond 2018) Street and Infrastructure Improvements Project No: 18023A 1.02 "This project will be partially funded with Federal funds from the United States Department of Commerce, Economic Development Administration and therefore is subject to the Federal laws and regulations associated with that program." ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Urban Engineering 2725 Swantner Drive Corpus Christi,TX 78404 stephens@urbaneng.com 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel brettvh@cctexas.com ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 390 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 420 days after the date when the Contract Times commence to run. Agreement 005223-1 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 $1000 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$400 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 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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, retainage may be increased to a higher percentage rate, not to exceed ten percent, if progress on the Project is considered to be unsatisfactory. If retainage in excess of the amount described above is held prior to Substantial Completion,the Owner will place the additional amount in an interest bearing account. Interest will be paid in accordance with Paragraph 6.01. E. 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. Agreement 005223-3 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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; 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 Agreement 005223-4 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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. 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. Exhibits to this Agreement: a. Contractor's Bid Form. 2. Specifications, forms, and documents listed in SECTION 00 0100 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Solicitation documents and Contractor's response,which are incorporated by reference. 5. Addenda, which are incorporated by reference. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award,which is incorporated by reference. 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 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI Rebecca Huerta Michael Rodriguez City Secretary Chief of Staff 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 Entail END OF SECTION Agreement 005223-6 Junior Beck Drive, Bear Lane to Old Brownsville Road (Bond 2018) Rev 7/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 30.21 Notices. .................................................................................................................................131 General Conditions 007200-9 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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. ARTICLE 5—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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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. I 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C c. Costs of hand tools not owned by the workers consumed in the performance oft he 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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 fol low the procedures of Paragraph 17.11 for this 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Certified Test Report Article 25 for approval of product 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Urban Engineering Tolunay-Wong Engineers, Inc. B. Paragraph 1.01.A.54"Substantial Completion" is more specifically defined for this Project as: 1. The following items are fully functional and suitable for operation in accordance with the Contract Documents: a. All street improvements are open to traffic. b. Pedestrian and Driveways facilities are open. c. All utilities are operational. 2. Only the following items not yet complete in accordance with the Contract Documents: a. Seed and Sod fully established. b. General Jobsite clean-up. C. Demobilization. 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. Supplementary Conditions 007300-1 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 12/2020 Street and Infrastructure Improvements—Project No. 108023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 3. A total of 57 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: a. Tolunay-Wang Engineers, Inc. November 2019. SC-5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE 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. No reports of explorations or tests for Hazardous Environmental Conditions at or contiguous to the Site are known to Owner. Supplementary Conditions 007300-2 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 12/2020 Street and Infrastructure Improvements—Project No. 108023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 2. Premises—Completed Operations 3. Explosions and Collapse Hazard 4. Underground Hazard 5. Products/Completed Operations Hazard $1,000,000 Per Occurrence 6. Contractual Liability $2,000,000 Aggregate 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 XX Not Required Supplementary Conditions 007300-3 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 12/2020 Street and Infrastructure Improvements—Project No. 108023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES SC-7.02 LABOR; WORKING HOURS A. 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. Regular working hours are between sunrise to sundown Monday through Saturday unless other times are specifically authorized in writing by OAR. 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." ARTICLE 14—PREVAILING WAGE RATE REQUIREMENTS SC-14.04 PREVAILING WAGE RATES 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). Supplementary Conditions 007300-4 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 12/2020 Street and Infrastructure Improvements—Project No. 108023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C "General Decision Number: TX20210021 01/01/2021 Superseded General Decision Number: TX20200021 State: Texas Construction Type: Heavy Counties: Nueces and San Patricio Counties in Texas. HEAVY CONSTRUCTION PROJECTS (including Sewer and Water Line Construction and Drainage Projects) 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 EO, the contractor must pay all workers in any classification listed on this wage determination at least$10.95 per hour(or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/01/2021 * SUTX1987-001 12/01/1987 Rates Fringes file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x2l.txt[1/14/2021 4:48:52 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C CARPENTER (Excluding Form Setting).........................$ 9.05 Concrete Finisher................$ 7.56 ELECTRICIAN......................$ 13.37 2.58 Laborers: Common......................$ 7.25 Utility.....................$ 7.68 Power equipment operators: Backhoe.....................$ 9.21 Motor Grader................$ 8.72 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- 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 EO, 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)). ---------------------------------------------------------------- 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), file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x2l.txt[l/14/2021 4:48:52 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 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, 100% 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 determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x2l.txt[1/14/2021 4:48:52 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: 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 parry (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 parry's position and by any information (wage payment data,project description, area practice material, etc.)that the requestor considers relevant to the issue. file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x2l.txt[l/14/2021 4:48:52 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 3.) If the decision of the Administrator is not favorable, an interested parry 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 VV file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x2l.txt[l/14/2021 4:48:52 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C "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 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 EO, the contractor must pay all workers in any classification listed on this wage determination at least$10.95 per hour(or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/01/2021 file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x29.txt[1/14/2021 4:49:32 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C * SUTX2011-010 08/08/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER(Paving & Structures)...$ 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. ---------------------------------------------------------------- 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 EO, 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 file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x29.txt[1/14/2021 4:49:32 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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)). ---------------------------------------------------------------- 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 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 file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x29.txt[1/14/2021 4:49:32 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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, 100% 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 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: Branch of Construction Wage Determinations Wage and Hour Division file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x29.txt[1/14/2021 4:49:32 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 parry (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 parry'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 parry 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 VV file:///C/Users/elsak/Desktop/Wage%20Determination/2021/x29.txt[l/14/2021 4:49:32 PM] DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C ARTICLE 19—PROJECT MANAGEMENT AND COORDINATION SC-19.21 COOPERATION WITH PUBLIC AGENCIES A. For the Contractor's convenience, the following telephone numbers are listed: Public Agencies/Contacts Phone Number City Engineer 361-826-3500 Urban Engineering 361-854-3101 Stephen L. Skrobarzcyk,Jr., P. E. Traffic Engineering 361-826-3547 Police Department 361-882-2600 Water/Wastewater/Stormwater 361-826-1800 (361-826-1818 after 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 W i ndstrea m 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 Supplementary Conditions 007300-5 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 12/2020 Street and Infrastructure Improvements—Project No. 108023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C ARTICLE 23—MINORITY/MBD/ DBE PARTICIPATION POLICY SC-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 for this Project has been established to be 41.7%. 2. Female participation goal for this project has been established to be 6.9%. ARTICLE 25—SHOP DRAWINGS SC-25.03 CONTRACTOR'S RESPONSIBILITIES A. Provide Shop Drawings for the following items: Specification Section Shop Drawing Description NONE REQUIRED SC-25.12 RESUBMISSION REQUIREMENTS A. Pay for excessive review of Shop Drawings. 1. 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 below: ARTICLE 26—RECORD DATA SC-26.03 CONTRACTOR'S RESPONSIBILITIES A. Submit Record Data for the following items: Specification Section Record Data Description VARIOUS SUBMIT REDLINE DRAWINGS END OF SECTION Supplementary Conditions 007300-6 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 12/2020 Street and Infrastructure Improvements—Project No. 108023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SPECIAL AWARD CONDITIONS U.S. DEPARTMENT OF COMMERCE Economic Development Administration (EDA) PWEDA of 1965, as amended(42 U.S.C. § 3121 et. seq.) Title II, Sections 209 and 703 Economic Adjustment Assistance—Disaster Supplemental Assistance City of Corpus Christi Junior Beck Drive improvements EDA Investment No: 08-79-05330 1. The Recipient Contact's name, title, address, and telephone number are: Authorz�Zed Representative 1201 Leopard St. Samuel"Keith" Selman Corpus Christi,TX, 78401-2120 City Manager Email: keithse@cctexas.com City of Corpus Christi Tel: 361-826-3220 2. The Grants Officer is authorized to award, amend, suspend, and terminate financial assistance awards. The Grants Officer is: Jorge D. Ayala Economic Development Administration Regional Director Austin Regional Office Tel: 512-381-8150 903 San Jacinto, Suite 206 Fax: 512-381-8177 Austin, TX 78701 3. The Federal Program Officer (Area Director) oversees the programmatic aspects of this Award. The Federal Program Officer is: Jessica Falk Economic Development Administration Phone: 512-381-8168 Austin Regional Office Fax: 512-381-8177 903 San Jacinto, Suite 206 Email: jfalk@eda.gov Austin, TX 78701 4. The Project Officer is responsible for day-to-day administration and liaison with the Recipient and receives all reports and payment requests. The Pro)ect Officer is: Ms.Lisa Larsen Economic Development Administration Phone: 512-381-81561 Austin Regional Office Fax: 512-381-8177 903 San Jacinto, Suite 206 Email: llarsen@eda.gov Austin, TX 78701 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/Award l"olldillo rs - CM (? l"rarpas l Yiris/r OS-79-05,. ,�O Rwe 12 5. INVESTMENT OVERVIEW: This EDA Award supports the work described in the approved final scope of work, which is incorporated by reference into this Award, as the Authorized Scope of Work. All work on this project should be consistent with the Authorized Scope of Work, unless the Grants Officer has authorized a modification of the scope of work in writing through an amendment memorialized through execution of a Form CD-451. Authorized Scope of Work: The proposed EDA project would consist of the design and construction of the Junior Beck road extension. The proposed project components would consist of the full depth reconstruction of the existing partial roadway that connects fi^om Bear Lane and the extension of the roadway to connect to Old Brownsville Road, as well as sidewalks, lighting, and associated drainage appurtenances. 6. ADDITIONAL INCLUDED DOCUMENTS: In addition to the regulations, documents, or authorities incorporated by reference on the Financial Assistance Award(Form CD- 450), the following additional documents are hereby incorporated by reference into this Award: • EDA Construction Standard Terms and Conditions for Construction Projects (February 12, 2016); and • The Recipient's application, including any attachments,project descriptions, schedules, and subsequently submitted supplemental documentation. Should there be a discrepancy among these documents, the Special Award Conditions (this document), including any attachments, shall control. 7. PROJECT DEVELOPMENT TIME SCHEDULE: The Recipient agrees to the following Project development time schedule: a. Return of Signed CD-450 Financial Assistance Award ....30 calendar days after receipt b. Start of Construction ..........................................................24 Months from Date of Award c. Construction Completed ....................................................48 Months from Date of Award d. Authorized Award End Date ..............................................60 Months from Date of Award e. Useful Life..........................................................................20 Years from Date of Award The Recipient shall diligently pursue the development of the Project so as to ensure completion within this time schedule. Moreover, the Recipient shall promptly notify EDA in writing of any event that could substantially delay meeting any of the proscribed time limits for the Project as set forth above. The Recipient further acknowledges that failure to meet the development time schedule may result in EDA's taking action to terminate the Award in accordance with the regulations set forth at 2 C.F.R. §§ 200.338-200.342, as applicable. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/Award l"olldillo rs - Cl/.r (? l"rarpas l Yiris/r OS-79-05,. ,�O Page 13 Construction Completion -In keeping with prudent grants management policy, EDA construction projects must be completed within five (5) years from the date the Form CD- 450 is signed by the Recipient accepting the Award. If construction is not completed by this date and the Grants Officer determines, after consultation with the Grant Recipient, that construction to completion cannot reasonably be expected to proceed promptly and expeditiously, the grant may be terminated. Extensions beyond the five-year project period are exceedingly rare and can only be authorized by the Assistant Secretary. Nothing in this paragraph is intended to alter the Project Development Time Schedule set forth above. Project Closeout—All Project closeout documents, including final financial reports (Form SF-425) and any required program reports, shall be submitted to EDA not more than 90 calendar days after the date the Recipient accepts the completed project from the contractor(s). 8. FINANCIAL ASSISTANCE AWARD: This Financial Assistance Award, subject to the other Special Award Conditions and the EDA Standard Terms and Conditions -Construction Program, shall constitute an obligation to make such Award. If the Recipient fails to affirm its intention to use the Award in accordance with the terms and conditions of this Special Award Conditions of this Financial Assistance Award, it will be terminated without further cause. By signing and returning two of the three original Financial Assistance Award documents within 30 calendar days from receipt,the Recipient hereby affirms that it intends to use the Award in accordance with the and conditions as above-referenced 9. ALLOWABLE COSTS AND AUTHORIZED BUDGET: Total allowable costs will be determined at the conclusion of the award period in accordance with 2 C.F.R. Part 200, after Final Financial Documents are submitted. Except as otherwise expressly provided for within these Special Award Conditions,the Investment Rate for the award (see 13 C.F.R. §§ 300.3 and 301.4) shall apply to allowable costs incurred by the Recipient in connection with the project. The Federal share in the allowable costs shall be based upon the Investment Rate (see 2 C.F.R. § 200.43). In the event of an under run in total allowable costs for this project, the Federal share of allowable costs shall be determined by the Investment Rate established in the Form CD-450, or previously executed Form CD-451. The Federal share of total allowable costs shall not exceed the dollar amount of the original Award and subsequent amendments, if any, absent a determination by the Assistant Secretary (see 13 C.F.R § 308.1). Line Item Budget: A. Under the terms of the Award, the total approved authorized budget is: Federal Share (EDA Amount) $3,000,000 Non-Federal Matching Share $750,000 Total Project Cost $3,750,000 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/A ward l"olldillo rs - Cl/.r (? l"rarpas l Yirisfr OS-79-05,. ,�O Page 4 B. Under the terms of this Award,the total approved line item budget is: Cost Classification Proposed ($) Approved Notes Administrative and legal expenses 112,000.00 112,000.00 Land, structures, rights-of-way, etc. 0.00 0.00 Relocation expenses and payments 0.00 0.00 Architectural and engineering fees 142,527.00 142,527.00 Other architectural and engineering 45,253.00 45,253.00 fees Project inspection fees 79,192.00 79,192.00 Site work 0.00 0.00 Demolition and removal 0.00 0.00 Construction 3,033,925.00 3,033,925.00 Equipment 0.00 0.00 Contingencies 337,103.00 337,103.00 Miscellaneous 0.00 0.00 Total Project Costs $3,750,000.00 $3,750,000.00 Explanation of Changes: None 10. REAFFIRMATION OF APPLICATION: The Recipient acknowledges that the Recipient's application for this Award may have been submitted to the Government and signed by the Recipient, or by an authorized representative of the Recipient, electronically. Regardless of the means by which the Recipient submitted its application to the Government or whether the Recipient, or an authorized representative of the Recipient, submitted its application to the Government, the Recipient hereby reaffirms and states that: a. all data in said application and documents submitted with the application are true and correct as of the date of this Award and were true and correct as of the date of said submission; b. said application was, as of the date of this Award and as of the date of said application, duly authorized as required by local law by the governing body of the Recipient; and c. the Recipient confirms that it will comply with the Assurances and Certifications submitted with or attached to said application. The term "application" includes all documentation and any information provided to the Government as part of, and in furtherance to, the request for funding, including submissions made in response to information requested by the Government after submission of the initial application. 11. EVIDENCE OF GOOD TITLE: In accordance with Section L of the U.S. Department of Commerce Standard Terms and Conditions,prior to the initial disbursement of funds by EDA, the Recipient shall provide opinion of counsel, satisfactory to the Government, that DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/Award l"olldillo rs - Cl/.r (? l"rarpas l Yiris/r OS-79-05,. ,�O Nge 15 the Recipient has acquired good and marketable title to land, free of all encumbrances, as well as rights-of-way, and easements necessary for the completion of the project, or of a long-term leasehold interest in accordance with 13 C.F.R. § 314. 12. MATCHING SHARE: The Recipient agrees to provide the Recipient's non-Federal Matching Share contribution for eligible project expenses in proportion to the Federal share requested for such project expenses. (See 13 C.F.R. § 300.3) The Recipient also certifies that, in accepting the Financial Assistance Award, the Recipient's Matching Share of the project costs is committed and unencumbered, from authorized sources, and shall be available as needed for the project. The Recipient further acknowledges that,prior to award of any construction contracts, it will be required to provide evidence satisfactory to the Government that all funds necessary to complete the Project are available. Any substitution of the non-Federal share shall be submitted in writing and approved by EDA. 13. AWARD DISBURSEMENTS -REIMBURSABLE BASIS ONLY: EDA will make disbursements under this Award on a reimbursement basis only, based on actual costs when specific milestones have been met. The EDA Project Engineer will provide these milestones. a. The "Request for Reimbursement" (Form SF-271) is used to request a disbursement, which shall be approved in writing by the Post Approval Engineer. b. Please note that prior to the initial disbursement, Recipients must complete the attached Form SF-3881, "ACH Vendor/Miscellaneous Payment Enrollment Form" and submit it to the Austin Regional Office Project Engineer. The form must be completed by the respective parties (EDA, Recipient Bank, and Recipient) at the start of each new award. 14. REFUND CHECKS, INTEREST, OR UNUSED FUNDS: Treasury has given the EDA two options for having payments deposited to EDA's account: a. The first one is Pay.Gov. This option allows the payee to pay EDA through the Internet. The payee will have the option to make a one-time payment or to set up an account to make regular payments. b. The second option is Paper Check conversion. All checks must identify on their face the name of the DOC agency funding the award, award number, and no more than a two-word description to identify the reason for the refund or check. A copy of the check should be provided to the EDA Project Officer. This option allows the payee to send a check to NOAA's Accounting Office, who processes EDA's accounting functions at the following address: U.S. Department of Commerce National Oceanic and Atmospheric Administration Finance Office, AOD, EDA Grants 20020 Century Boulevard, Germantown, NM 20874 The accounting staff will scan the checks in to an encrypted file and transfer to the Federal Reserve Bank, where the funds will be deposited in EDA's account. While this process will not be an issue with most payees, there are occasionally issues for entities remitting funds to EDA via check. If you are remitting funds to EDA via check,please make note of the following: DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/A ward l"olldillo rs - Cl/.r (? l"rarpas l Yirisfr OS-79-05,. ,�O Page 16 If a check is sent to EDA, it will be converted into an electronic funds transfer by copying the check and using the account information to electronically debit your account for the amount of the check. The debit from your account will usually occur within 24 hours and will appear on your regular account statement. EDA will not return your original check; the original will be destroyed and a copy will be maintained in our office. If the Electronic Funds Transfer (EFT) cannot be processed for technical reasons, the copy will be processed in place of the original check. If the EFT cannot be completed because of insufficient funds, EDA will charge you a one-time fee of $25.00, which will be collected by EFT. 15. REPORTING UNLIQUATED OBLIGATIONS: All Recipients of an EDA Grant Award of more than $100,000 whose grant has not been fully disbursed as of the end of each reporting period are required to submit a financial report to EDA annually on the status of unreimbursed obligations. The report will provide information on the amount of allowable Project expenses that have been incurred by the Recipient but not claimed for reimbursement as of the end of the reporting period. The report will be as of September 30 of each year and must be submitted annually until the final grant payment is made to EDA. The report shall be submitted to EDA no later than October 30 of each year. Noncompliance with this requirement may result in the suspension of EDA grant disbursements. Standard Form SF-425 ("Federal Financial Report") or Standard Form SF- 425A ("Federal Financial Report Attachment"for reporting multiple grants), whichever is applicable, will be used for this purpose. 16. PERFORMANCE MEASURES: The Recipient agrees to report on program performance measures and program outcomes in such a form and at such intervals as may be prescribed by EDA in compliance with the Government Performance and Results Act (GPRA) of 1993, and the Government Performance and Results Modernization Act of 2010. At this time, all Awards for construction assistance require Recipients to report actual job creation/retention and private investment leverage three (3), six (6), and nine (9)years after an EDA investment. Recipients are to retain sufficient documentation so that they can submit these required reports. Failure to submit this required report can adversely impact the ability of the Recipient to secure future funding from EDA. Performance measures and reporting requirements that apply to program activities funded by this investment will be provided in a separate GPRA information collection document. EDA staff will contact Recipients in writing within a reasonable period prior to the time of submission of the reports with information on how this data should be submitted. Recipients should ensure adequate and sufficient records are kept to support the methodology for computing initial job and private investment estimates and all subsequent actual performance data calculations so that this information can be made available to EDA in the event of an audits or performance site visits. 17. REPORTS: DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C S/)ecla/Award l"olldillo rs — Cl/.r ra/ l"rarpas l Yirisfr OS-79-05,. ,/O Page 17 a. Proiect Progress Reports: The Recipient shall submit project progress reports to the Project Officer on a quarterly basis for the periods ending January 31, April 30, July 31, and October 30, or any portion thereof until the final grant payment is made by EDA. Reports should be submitted using the approved EDA template, which will be provided by the Project Officer and discussed during the project kick-off meeting. Reports are due no later than 1 month following the end of the quarterly period. b. Financial Reports: The Recipient shall submit a"Federal Financial Report" (Form SF-425) on a semi-annual basis for the periods ending March 31 and September 30, or any portion thereof, for the entire project period. Form SF-425 (and instructions for completing this form) is available at: 1.011fls10St a..war 1 ..1`onns.Mnil. c. Form SF-425: A final Form SF-425 must be submitted no more than 90 calendar days after the expiration date of the Award(e.g., the Award end date specified on the Form CD-450 or Form CD-451). Final Financial reports should follow the guidance outlined by the form instructions for submitting mid-term financial reports but should ensure that all fields accurately reflect the total outlays for the entire project period, and that all matching and program income (if applicable) is fully reported. Final grant rate and determinations of final balances owed to the government will be determined by the information on the final Form SF-425, so it is imperative that this final financial form is submitted in a timely and accurate manner. 18. PROCUREMENT: The Recipient agrees that all procurement transactions shall be in accordance with Regulations at 2 C.F.R §§ 200.317-200.326, as applicable. 19. NONRELOCATION: In signing this award of financial assistance, the Recipient(s) attests that the EDA funded project will not be used to induce the relocation or the movement of existing jobs from one Region to another Region by a primary beneficiary of the Award. (See 13 C.F.R. § 300.3) In the event that EDA determines that its assistance was used for such relocation purposes, EDA reserves the right to pursue all rights and remedies, including suspension of disbursements and termination of the award for convenience or cause, and disallowance of any costs attributable, directly or indirectly, to the relocation and the recovery of the Federal share thereof. For purposes of ensuring that EDA assistance will not be used for relocation purposes, each applicant must inform EDA of all employers that constitute primary beneficiaries of the project assisted by EDA. EDA considers an employer to be a"primary beneficiary" if, in seeking EDA assistance, the applicant estimates that such employer will create or save 100 or more permanent jobs as a result of the investment assistance and specifically names the employer in its application to EDA to make the Award. In smaller communities, EDA may consider a primary beneficiary to be an employer of 50 or more jobs permanent jobs so identified. 20. GOALS FOR WOMEN AND MINORITIES IN CONSTRUCTION: Department of Labor regulations set forth in 41 C.F.R. § 60-4 establishes goals and timetables for participation of minorities and women in the construction industry. These regulations apply to all federally assisted construction contracts in excess of$10,000. The Recipient shall comply with these regulations and shall obtain compliance with 41 C.F.R. § 60-4 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C S/)ecla/Award l"olldillo rs — Cl/.r ra/ l"rarpas l Yirisfr OS-79-05,. ,/O Page 18 from contractors and subcontractors employed in the completion of the Project by including such notices, clauses and provisions in the Solicitations for Offers or Bids as required by 41 C.F.R. § 60-4. The goal for the participation of women in each trade area shall be as follows: From April 1, 1981, until further notice: 6.9 percent. All changes to this goal, as published in the Federal Register in accordance with the Office of Federal Contract Compliance Programs regulations at 41 C.F.R. § 60-4.6, or any successor regulations, shall hereafter be incorporated by reference into these Special Award Conditions. Goals for minority participation shall be as prescribed by Appendix B-80, Federal Register, Volume 45, No. 194, October 3, 1980, or subsequent publications. The Recipient shall include the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" (or cause them to be included, if appropriate) in all Federally-assisted contracts and subcontracts. The goals and timetables for minority and female participation may not be less than those published pursuant to 41 C.F.R. § 60-4.6. Goals for minority participation for each trade for Nueces County is 41.7%. 21. WASTE, FRAUD AND ABUSE: Consistent with 2 CFR part 200, Recipient personnel responsible for managing the Recipient's finances and overseeing any contractors, sub- contractors or sub-grantees, will complete the training PowerPoint titled"Compliance with EDA Disaster Assistance Program Requirements" and return the signed Certificate of Training Completion (page 38 of the training)to EDA along with the signed CD-450 within 30 days of receipt. Further, Recipient will monitor award activities for common fraud schemes, such as: • false claims for materials and labor, • bribes related to the acquisition of materials and labor, •product substitution, • mismarking or mislabeling on products and materials, and • time and materials overcharging. Should Recipient detect any suspicious activity, Recipient will contact EDA staff listed above and the Office of Inspector General, as indicated at btt; s://www cats=. cc gc /q �1g / ��tct 11 � 2, as soon as possible. 23. GRANT ADMINISTRATION PLAN: Within sixty (60) days of accepting the EDA Financial Assistance Award, the Recipient shall provide to the Regional Office a Grant Administration Plan which outlines how the Recipient will administer the EDA Award. The Plan must include the following information. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/A ward l"olldillo rs — l lh (? l"rarpas l Yirisfr OS-79-05,. ,�O Ilsa 19 a. Names, addresses,phone and facsimile numbers and email addresses for all personnel responsible for all activities pertaining to the EDA Award. These activities include, but are not limited to, compliance with grant conditions, processing payment requests to EDA, engineering activities such as design, inspection, and legal services. b. Proposed detailed project implementation schedule. The schedule shall contain as a minimum,the following milestones: - Request for Proposals for Engineering Services - Award of Engineering Contract - Start of Design Activities - Completion of Final Plans and Specifications - Date all Permits will be obtained - Advertisement for Bids - Bid Opening - Construction Contract Award - Pre-Construction Conference - Issuance of Notice-to-Proceed - Substantial Completion Date - Final Completion Date/Acceptance by Owner c. Project Financial Plan: EDA funds will not be disbursed until all special award terms and conditions to the EDA Award are satisfied and all construction contracts are awarded. The plan must address how expenses will be paid prior to the disbursement of funds by EDA. The plan should explain who will be responsible for preparing payments requests to EDA. 24. REPORTING OF MATTERS RELATED TO RECIPIENT INTEGRITY& PERFORMANCE: A. General Reporting Requirement If the total value of your currently active grants, cooperative agreements, and procurement contracts from all Federal awarding agencies exceeds $10,000,000 for any period of time during the period of performance of this Federal award, then you as the recipient during that period of time must maintain the currency of information reported to the System for Award Management(SAM)that is made available in the designated integrity and performance system (currently the Federal Awardee Performance and Integrity Information System (FAPIIS)) about civil, criminal, or administrative proceedings described in paragraph B of this award term and condition. This is a statutory requirement under section 872 of Public Law 110-417, as amended (41 U.S.C. 2313). As required by section 3010 of Public Law 111-212, all information posted in the designated integrity and performance system on or after April 15, 2011, except past performance reviews required for Federal procurement contracts, will be publicly available. B. Proceedings About Which You Must Report Submit the information required about each proceeding that: DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/A ward l"olldillo rs - Cl/.r (? l"rarpas l Yirisfr OS-79-05,. ,�O Page 110 1. Is in connection with the award or performance of a grant, cooperative agreement, or procurement contract from the Federal Government; 2. Reached its final disposition during the most recent five-year period; and 3. Is one of the following: (a) A criminal proceeding that resulted in a conviction, as defined in paragraph E of this award term and condition; (b) A civil proceeding that resulted in a finding of fault and liability and payment of a monetary fine,penalty, reimbursement, restitution, or damages of$5,000 or more; (c) An administrative proceeding, as defined in paragraph E. of this award term and condition, that resulted in a finding of fault and liability and your payment of either a monetary fine or penalty of$5,000 or more or reimbursement, restitution, or damages in excess of$100,000; or (d) Any other criminal, civil, or administrative proceeding if: (i) It could have led to an outcome described in paragraph B.3.(a), (b), or(c) of this award term and condition; (ii) It had a different disposition arrived at by consent or compromise with an acknowledgment of fault on your part; and (iii) The requirement in this award term and condition to disclose information about the proceeding does not conflict with applicable laws and regulations. C. Reporting Procedures Enter in the SAM Entity Management area the information that SAM requires about each proceeding described in paragraph B of this award term and condition. You do not need to submit the information a second time under assistance awards that you received if you already provided the information through SAM because you were required to do so under Federal procurement contracts that you were awarded. D. Reporting Frequency During any period when you are subject to the requirement in paragraph A of this award term and condition, you must report proceedings information through SAM for the most recent five-year period, either to report new information about any proceeding(s)that you have not reported previously or affirm that there is no new information to report. Recipients that have Federal contract, grant, and cooperative agreement awards with a cumulative total value greater than $10,000,000 must disclose semiannually any information about the criminal, civil, and administrative proceedings. E. Definitions DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/Award l"olldillo rs - Cl/.r (? l"rarpas l Yiris/r OS-79-05,. ,�O Page 111 For purposes of this award term and condition: 1. Administrative proceeding means a non judicial process that is adjudicatory in nature in order to make a determination of fault or liability (e.g., Securities and Exchange Commission Administrative proceedings, Civilian Board of Contract Appeals proceedings, and Armed Services Board of Contract Appeals proceedings). This includes proceedings at the Federal and State level but only in connection with performance of a Federal contract or grant. It does not include audits, site visits, corrective plans, or inspection of deliverables. 2. Conviction, for purposes of this award term and condition, means a judgment or conviction of a criminal offense by any court of competent jurisdiction, whether entered upon a verdict or a plea, and includes a conviction entered upon a plea of nolo contendere. 3. Total value of currently active grants, cooperative agreements, and procurement contracts includes (a) Only the Federal share of the funding under any Federal award with a recipient cost share or match; and (b) The value of all expected funding increments under a Federal award and options, even if not yet exercised. 24. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT: Prior to advertisement for construction bids, the Recipient shall provide documentation satisfactory to EDA that the National Pollutant Discharge Elimination System permit has been obtained or that the bid documents include language requiring the contractor to obtain the permit prior to the start of construction. If the contractor obtains the permit, then prior to initial disbursement of any construction costs, the Recipient shall provide EDA with satisfactory documentation that the permit has been obtained. 25. U.S. ARMY CORPS OF ENGINEERS PERMITTING CLEARANCE: Prior to advertisement for construction bids, the Recipient shall provide a copy of a valid Section 404 permit(Ref: File No. SWG-2019-00163 or equivalent) from the US Army Corps of Engineers (USAGE) and satisfactory evidence that any mitigation set forth by the permit has been completed. If no Section 404 permit is required, the Recipient shall provide written verification from USACE that no Section 404 permit is required. 26. HISTORICAL PRESERVATION: Prior to advertisement of bids, the Recipient shall provide evidence satisfactory to EDA that the State Historic Preservation Office has issued final approval of the design plans and specifications for the historic preservation project. The Recipient shall comply with any and all stipulations of the final SHPO approval. If the Recipient cannot or does not provide final approval of SHPO as required by this Special Condition, Recipient agrees, at the discretion of EDA, to terminate this award. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/A ward l"olldillo rs - Cl/.r (? l"rarpas l Yirisfr OS-79-05,. ,�O Page 112 a. Additionally, Recipient agrees to and shall cause the following to be placed in the project plans and specifications: "If Archeological Materials are encountered during construction, the procedures codified at 33 C.F.R. 800.13(b)will apply and the Recipient shall contact EDA, the Texas State Historic Preservation Office, and all tribes with a listed interest in the area. Archeological Materials consist of any items, fifty years or older which were made or used by man. These items include, but are not limited to, stone projectile points (arrowheads), ceramic shards,bricks, worked wood, bone and stone, metal and glass objects, and human skeletal remains." 27. PROJECT ADMINISTRATION SERVICE AGREEMENT: The Recipient,prior to any Award disbursement, must submit to EDA for approval a Project Administration Service Agreement for project administration services charged against the Award. 28. ARCHITECT/ENGINEER AGREEMENT: Prior to initial disbursement of funds by EDA, the Recipient must submit to the Government for approval, an Architect/Engineer Agreement that meets the requirements in the EDA's "Summary of EDA Construction Standards," as well as the competitive procurement standards of 2 C.F.R. Part 200, as applicable. The fee for basic Architect/Engineer Services will be a lump sum or an agreed maximum, and no part of the fees for other services will be based on a cost-plus- a-percentage-of-cost or a cost using a multiplier. 29. PROJECTS WITHIN STATE ROAD RIGHT-OF-WAY: Recipients confirm and agree that(a) Recipients are committed during the Estimated Useful Life of the Project to operate, maintain and repair all improvements for the project consistent with this Award, and (b) if at any time during the Estimated Useful Life of the Project any or all of the improvements in the project within public highway(s) are relocated for any reason pursuant to requirements of the owner of the public highway, the Recipients shall be responsible for accomplishing the relocation, including as necessary expending the Recipients' own funds, so that the Project continues as authorized by this Award. Prior to soliciting bids for the improvements to be constructed with funds from this Award, Recipients shall submit to EDA all written authorization(s) (i.e. State permits)necessary for the Project to be constructed within the public highway. The authorization(s) shall have no time limits that restrict the use of the public highway for the Project during the Estimated Useful Life of the Project. It is determined and agreed that the Estimated Useful Life of this Project is 20 years. 30. STATE HISTORIC PRESERVATION OFFICE (SHPO) CONSULTATION: Prior to the approval of the expenditure of any Federal funds, the Recipient shall provide satisfactory evident to the EDA that a National Historic Preservation Act Section 106 consultation has been conducted with the SHPO and Tribal Historic Preservation Office. 31. TRIBAL CONSULTATION: Prior to advertisement of bids, tribal consultation with known tribes that have interest in the project area shall be completed. Any agreed upon mitigation resulting from the consultation will become a condition of the Award and if required,placed in the contract documents for construction DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SS)ecla/A ward l"olldillo rs - CM (? l"rarpas l Yirisfr OS-79-05,. ,�O N-e 113 32. MIGRATORY SEABIRDS: Should new outdoor lighting be installed; the Recipient shall include the requirement lighting is shielded downwards in all plans and specs. 33. MIGRATORY BIRDS: Prior to construction bid, the recipient shall provide evidence to EDA that the plans and specifications include migratory bird mitigation measures satisfactory to the U.S.Fish and Wildlife Migratory Bird Office and the Texas Department of Fish and Game. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Back U.S. DEPARTMENT OF COMMERCE ECONOMIC DEVELOPMENT ADMINISTRATION STANDARD TERMS AND CONDITIONS FOR CONSTRUCTION PROJECTS Title 11 of the Public Works and Economic Development Act of 1965 Public Works and Economic Development Facilities and Economic Adjustment Assistance Construction Components y' dp Ni � e March 22, 2021 1 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C PART I: GENERAL PROVISIONS........................................................................................................................4 A. Construction Award Purpose ...........................................................................................................................4 B. Authorities........................................................................................................................................................4 1. In General...........................................................................................................................................4 2. PWEDA .............................................................................................................................................4 3. EDA Regulations ...............................................................................................................................4 4. Conflicts Among Authorities.............................................................................................................4 C. Updates to Authorities......................................................................................................................................4 1. Updates to Regulations and Requirements ........................................................................................4 2. Applicability to the Award.................................................................................................................5 D. Variances........................................................................................................................................................5 E. Recipient as Trustee......................................................................................................................................5 F. Additional Funding.......................................................................................................................................5 G. Definitions....................................................................................................................................................5 H. Reaffirmation of Application and Award Acceptance..................................................................................5 PART IL SPECIAL REQUIREMENTS FOR EDA CONSTRUCTION PROJECTS............................................7 A. Financial Requirements................................................................................................................................7 1. Financial Reports ...............................................................................................................................7 2. Disbursements....................................................................................................................................7 3. Federal and Non-Federal Cost Sharing..............................................................................................8 4. Budget Revisions and Transfer of Funds...........................................................................................8 5. Indirect Costs and Facilities and Administrative Costs .....................................................................9 6. Incurring Costs Prior to Award........................................................................................................ 10 7. Program Income............................................................................................................................... 10 B. Programmatic Requirements ...................................................................................................................... 10 1. Project Progress and Performance Reporting .................................................................................. 10 2. Time Extensions............................................................................................................................... 11 3. Interim Reporting of Significant Project Developments.................................................................. 12 4. Programmatic Changes.................................................................................................................... 12 5. Government Performance and Results Act...................................................................................... 12 6. Beneficiary Compliance................................................................................................................... 13 7. Hold Harmless ................................................................................................................................. 13 8. Prohibition on Use of Third Parties to Secure Award...................................................................... 13 9. Payment of Attorneys' or Consultants' Fees ................................................................................... 13 10. Recipient's Duty to Refrain from Employing Certain Government Employees..............................13 11. Commencement of Construction ..................................................................................................... 14 12. PrQj ect Sign and Use of EDA Logo................................................................................................. 14 13. Efficient Administration of Project.................................................................................................. 15 14. Conflicts-of-Interest Rules............................................................................................................... 15 2 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 15. Records-Keeping Requirements ...................................................................................................... 16 16. Termination Actions ........................................................................................................................ 17 17. Project Closeout Procedures ............................................................................................................ 18 18. Freedom of Information Act............................................................................................................20 C. Additional Requirements Related to Construction Projects .......................................................................20 1. The Davis-Bacon Act, as amended(40 U.S.C. §§ 3141-3144, 3146, 3147; 42 U.S.C. § 3212).....20 2. The Contract Work Hours and Safety Standards Act, as amended(40 U.S.C. §§ 3701-3708).......20 3. The National Historic Preservation Act of 1966, as amended(54 U.S.C. § 300101 et seq.), and the Advisory Council on Historic Preservation Guidelines (36 CFR part 800)....................................20 4. Preservation of Historical and Archeological Data(54 U.S.C. § 312502) ......................................20 5. The Architectural Barriers Act of 1968, as amended(42 U.S.C. § 4151 et seq.)............................21 6. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended(42 U.S.C. § 4601 et seq.)................................................................................................21 7. The Energy Conservation and Production Act(42 U.S.C. § 6834 et seq.)......................................21 8. Executive Order 13717, "Seismic Safety of Federal and Federally Assisted or Regulated New BuildingConstruction .....................................................................................................................21 9. Compliance with Local Construction Requirements .......................................................................21 D. Non-Discrimination Requirements.............................................................................................................21 E. Audits..........................................................................................................................................................21 1. General.............................................................................................................................................21 2. Requirement to Submit a Copy of the Audit to EDA ......................................................................22 F. Tribal Employment Rights Ordinances ......................................................................................................22 G. EDA Contracting Provisions for Construction Projects .............................................................................22 H. Property ......................................................................................................................................................22 1. Standards.........................................................................................................................................22 2. Title..................................................................................................................................................23 3. FDA's Interest in Award Property...................................................................................................23 4. Insurance and Bonding.....................................................................................................................25 5. Leasing Restrictions.........................................................................................................................25 6. Eminent Domain..............................................................................................................................26 7. Disposal of Real Property................................................................................................................26 8. Reporting on Property......................................................................................................................26 I. Environmental Requirements .....................................................................................................................27 1. General.............................................................................................................................................27 2. Compliance with Other Applicable Environmental Requirements..................................................27 J. American-Made Equipment and Products..................................................................................................28 PART III: DEPARTMENT OF COMMERCE STANDARD TERMS AND CONDITIONS..............................29 3 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C PART I: GENERAL PROVISIONS A. Construction Award Purpose This financial assistance award(the Award), executed by the Economic Development Administration (EDA) and the recipient(Recipient or non-Federal entity), is awarded for the purpose of carrying out the design, engineering, or construction of certain physical infrastructure as specifically set forth in the Award's scope of work. B. Authorities 1. In General Recipient must administer this Award in conformance with the terms of the Award, including any properly executed amendment thereto, the EDA-approved budget and scope of work, these EDA Standard Terms and Conditions for Construction Projects (EDA Construction STCs) and the Department of Commerce (DOC) Financial Assistance Standard Terms and Conditions (DOC Standard Terms and Conditions), as well as any specific award conditions; relevant policies issued by EDA; applicable Federal statutes, regulations, and Executive Orders; and the provisions of the Office of Management and Budget(OMB) Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards codified at 2 CFR part 200 (OMB Uniform Guidance). 2. PWEDA The Public Works and Economic Development program is authorized under section 201 and the Economic Adjustment Assistance program is authorized under section 209 of PWEDA (42 U.S.C. §§ 3141 and 3149, respectively). 3. EDA Regulations The regulations implementing PWEDA are contained in chapter III of title 13 of the Code of Federal Regulations (CFR), and apply in full to this Award. The regulations specific to EDA construction projects can be found at 13 CFR parts 305 and 314, and subpart A to part 307. 4. Conflicts Among Authorities Any inconsistency or conflict among the authorities governing the Recipient's administration of this Award will be resolved in the following order of precedence: Federal laws and regulations (including the OMB Uniform Guidance), applicable notices published in the Federal Register, Executive Orders, OMB circulars, these EDA Construction STCs, specific award conditions, and any written policy guidance issued by EDA. However, a specific award condition may amend or take precedence over a provision of these EDA Construction STCs on a case-by-case basis, when warranted by the specific circumstances of the Award. In the event of a conflict between Parts I or II of these EDA Construction STCs and Part III, which incorporates the DOC Standard Terms and Conditions, Parts I and II will control. C. Updates to Authorities 1. Updates to Regulations and Requirements The DOC, EDA, or OMB may issue changes from time to time to the regulations and other policies and requirements that apply to this Award. Such changes may upon occasion increase 4 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C administrative or programmatic flexibility in administering this Award in a manner that is mutually beneficial to EDA and the Recipient. In addition, if required by law, these changes may impose new requirements. The implementation of any such regulatory, administrative, or programmatic change in administering this Award requires EDA's prior written approval. 2. Applicability to the Award These EDA Construction STCs apply to the Award as of the Federal award date, as defined at 2 CFR § 200.1, or, if attached to the Award by amendment, as of the effective date of such amendment. D. Variances EDA's policy is to administer all awards uniformly; however, there may be special circumstances that warrant a variance. To accommodate these circumstances and to encourage innovative and creative ways to address economic development problems, EDA will consider requests for variances to the procedures set out in these EDA Construction STCs if they do not conflict with applicable Federal statutory and regulatory requirements, are consistent with the goals of EDA's programs, and make sound economic and financial sense. Any approved variance will be implemented through a specific award condition incorporated under the Award. E. Recipient as Trustee The Recipient holds grant funds and any property acquired or improved with EDA assistance in trust for the public purposes of an Award. The Recipient's obligation to the Federal Government continues for the estimated useful life of the Project, as determined by EDA, during which EDA retains an undivided equitable reversionary interest(the Federal Interest) in property acquired or improved, in whole or in part, with EDA investment assistance. See 13 CFR § 314.2 ("Federal Interest"). If EDA determines that the Recipient fails or has failed to meet this obligation, EDA may exercise any rights or remedies with respect to its Federal Interest in the Project. However, EDA's forbearance in exercising any right or remedy in connection with the Federal Interest does not constitute a waiver thereof. F. Additional Funding EDA has no obligation to provide any additional funding in connection with the Award. Any change to the Award to increase funding or to extend the period of performance is at the discretion of EDA, subject to the availability of funds, via an amendment executed by the Grants Officer. G. Definitions Capitalized terms and acronyms used but not otherwise defined in these EDA Construction STCs have the meaning ascribed to them at 13 CFR §§ 300.3, 302.20, 307.8, and 314.1, and subpart A to 2 CFR part 200. H. Reaffirmation of Application and Award Acceptance By accepting this Award, the Recipient's authorized representative hereby reaffirms and states that: 1. All data in the Application were true and correct when the Application was submitted and remain 5 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C true and correct as of the date of this Award; 2. The Application was, as of the date of submission and the date of this Award, duly authorized as required by local law by the governing body of the Recipient; and 3. The Recipient has read, understood, and will comply with all terms of this Award, including the assurances and certifications submitted as part of the Application (including assurances submitted through the System for Award Management(SAM.gov)). Acceptance of the Award is established by any action on the part of the Recipient indicating an intent to accept the Award, including by signing the Financial Assistance Award (Form CD-450) (either via a"wet" signature or electronically) or by requesting any disbursement of Award funds. "Application" means all forms, documentation, and any information submitted to EDA as part and in furtherance of a request for an Award and includes submissions made in response to any request by EDA after submission of the initial Application. 6 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C PART II: SPECIAL REQUIREMENTS FOR EDA CONSTRUCTION PROJECTS A. Financial Requirements 1. Financial Reports a. During the period of performance, the Recipient must submit financial reports as follows, unless otherwise specified in a specific award condition. i. Reports on Award reimbursements. In accordance with 2 CFR § 200.328 ("Financial reporting"), the Recipient must submit a"Federal Financial Report" (Form SF-425 or any successor form) on a semi-annual basis for the periods ending March 31 and September 30, or any portion thereof, unless otherwise specified in a specific award condition. Reports are due no later than 30 calendar days following the end of each reporting period, and instructions for completing and submitting Form SF-425 will be discussed during the Project kick-off meeting. Recipients may contact their EDA Project Officer with questions on how to complete or submit the report, if necessary, but they must submit reports on time and are encouraged to pose such questions sufficiently before the deadline to allow for complete, accurate, and timely submission of required reports. ii. Reports on Award advances. While EDA generally does not advance funds, when the agency does so, the Recipient must submit Form SF-425 within 15 business days following the end of each quarter for an award where the Federal share of costs is under $1 million. In accordance with 2 CFR § 200.328, because of increased risk and the need to ensure the appropriate use of Federal funds, where EDA advances funds under an award where the Federal share of costs is $1 million or more the Recipient must submit Form SF-425 within 15 business days following the end of each month, or as otherwise specified in a specific award condition. b. The Recipient must submit a final Form SF-425 no later than 120 calendar days after the end date of the period of performance. See also Part II, section B.16.c "Final reporting deadline" of these EDA Construction STCs. c. Noncompliance with the financial reporting requirements may result in appropriate enforcement action under this Award, including but not limited to suspension of Award payments, disallowance of costs or termination of an award. A Recipient's non-compliance with financial reporting requirements will also be taken into account in EDA's consideration of any future applications for EDA financial assistance (see 2 CFR § 200.206(b)(2)(iii) and section A.06 (Unsatisfactory Performance or Non-Compliance with Award Provisions) of the DOC Standard Terms and Conditions, which are incorporated in Part III of these EDA Construction STCs). d. Financial reports should be submitted to the Project Officer in electronic format, unless otherwise specified in the specific award conditions. 2. Disbursements a. Method ofpayment. The Grants Officer determines the appropriate method of payment. 7 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Unless otherwise specified in a specific award condition, the method of payment under this Award will be reimbursement. Payments will be made through electronic funds transfers directly to the Recipient's bank account and in accordance with the requirements of the Debt Collection Improvement Act of 1996 (31 U.S.C. § 3720B et seq.). The Award number must be included on all payment-related correspondence, information, and forms. b. Disbursement requests. The Recipient must use Form SF-271, "Outlay Report and Request for Reimbursement for Construction Programs,"to request reimbursement under the Award. Substantiating invoices and/or vouchers also must be provided. Each request for the disbursement of funds must be made to the Project Officer. Form SF-271 can be downloaded from the Grants.gov post-award reporting forms website at �ztt .://wwv g1a��t gcv/ vcb/gr, ��t /1`C}11�15/ cyst: w1�l..rc crk.i�� 1'cr� �s.izt:n� . i. Initial disbursement request. For the initial disbursement only, the Recipient must complete and submit Form SF-3881, "ACH Vendor/Miscellaneous Payment Enrollment Form," along with Form SF-271, to the Project Officer. ii. Interim disbursement requests. All requests for interim disbursement must be submitted using Form SF-271 and include substantiating invoices and/or vouchers. iii. Final disbursement request. See Part 11, section B.16 "Project Closeout Procedures"of these EDA Construction STCs. 3. Federal and Non-Federal Cost Sharing a. For purposes of this Award, the Federal share is the amount of EDA funds invested under the Award, while the non-Federal share, or"Matching Share,"means non-EDA funds and any in-kind contributions that are approved by EDA and provided by the Recipient or by third parties as a condition of the Award. b. By accepting the Award, the Recipient certifies that the Matching Share of Project costs is committed to the Project, available as needed, and not conditioned or encumbered in any way that precludes its use consistent with the requirements of the Award. See 13 CFR § 301.5 ("Matching share requirements"). c. In the case of an overrun at the construction bid opening, the Recipient may augment the Matching Share by an amount sufficient to cover the excess cost. The Recipient must furnish a letter to EDA identifying the source of the additional funds and confirming that all Matching Share meets the requirements of 13 CFR § 301.5. See 13 CFR § 305.10 ("Bid underrun and overrun"). 4. Budget Revisions and Transfer of Funds a. Approved budget plan; notification of deviations. The EDA-approved budget set forth in the specific award conditions or otherwise incorporated under the Award is the budget plan for the Project. The Recipient must notify EDA of deviations from the budget in accordance with 2 CFR § 200.308 ("Revision of budget and program plans"). If prior written approval is not required under 2 CFR § 200.308, the Recipient may request the Grants Officer's review of 8 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C and guidance on proposed revisions to the budget. b. Requesting budget revisions. Requests for budget revisions to the EDA-approved budget must be submitted through the Project Officer to the Grants Officer, who will make the final determination on such requests and notify the Recipient in writing. c. Budget revisions that require an amendment. In accordance with 2 CFR § 200.308(f) and(h), an amendment executed by the Grants Officer are required for budget revisions when: i. The revision results from changes in the scope or the objective of the Project; ii. The need arises for additional EDA funds to complete the Project; iii. The Federal share exceeds the simplified acquisition threshold (currently set at $250,000) and the cumulative amount of transfers among direct cost categories exceeds or is expected to exceed 10 percent of the total budget as last approved by EDA; and iv. A revision is desired that involves specific costs for which prior written approval requirements may be imposed consistent with applicable cost principles listed in subpart E of 2 CFR part 200("Cost Principles"). d. Prior approval for transfers between construction and non-construction items. When an Award supports both construction and non-construction work, the Recipient must obtain prior written approval from the Grants Officer before making any fund or budget transfer from non-construction to construction or vice versa. See 2 CFR § 200.308(h)(5). e. Project underrun amounts. Underrun amounts will be transferred to the contingencies line item. Contingency funds are to be used to address situations resulting from unknown conditions and changes required for the fulfillment of authorized activities under this Award. EDA may approve the use of underrun funds to increase the Federal share of the Project or further improve the Project, as long as EDA determines that the use is consistent with the original purpose of the Award. See 13 CFR § 308.1 ("Use of funds in projects constructed under projected cost"). f. Additional EDA funding in case ofProject overrun amounts. In accepting this Award, the Recipient agrees to fund any overrun amounts from non-Federal sources, or if the Recipient is unable or unwilling to do so, to request termination of the Award. Additional EDA assistance for the Project is at the discretion of EDA and may not be approved. 5. Indirect Costs and Facilities and Administrative Costs a. Indirect costs, or facilities and administrative (F&A) costs for educational institutions, are generally not applicable under this Award. See the definition of"indirect(facilities and administrative) (F&A)) costs" at 2 CFR § 200.1. b. When indirect costs are applicable, they will not be allowable charges against the Award unless approved under the Award and specifically included as a line item in the Award's approved budget. See section B.06 of the DOC Standard Terms and Conditions ("Indirect or Facilities and Administrative Costs"), which are incorporated into these EDA Construction STCs in Part III. 9 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 6. Incurring Costs Prior to Award Project activities, including the procurement of good and services, which may include construction activities, carried out prior to EDA's approval of this Award are done at the sole risk of the Recipient and at the risk of not being reimbursed by EDA. Such activity may result in the rejection of the Application,the disallowance of costs, or other adverse consequences as a result of noncompliance with EDA or Federal requirements, including but not limited to procurement requirements, civil rights requirements, Federal labor standards, or environmental and historic preservation requirements. The Grants Officer must authorize pre-award costs and activities in writing, and such costs must also be allowable under relevant Federal cost principles and the specific Award terms and be included in the EDA-approved budget. Pre-award costs not included in the authorized budget are not allowable and will not be reimbursed. See 13 CFR § 302.8 ("Pre-approval Investment Assistance costs"). 7. Program Income For Projects that generate revenue (e.g., rent for buildings or real property constructed or improved with EDA funds, rent or fees charged for use of equipment purchased with EDA funds, fees charged by the Recipient or a third parry in connection with Project operations, etc.), the Recipient agrees, for the estimated useful life of the EDA-assisted facility or equipment, to use income generated from the facility or equipment, in the following order of priority unless modified by a specific award condition: a. Administration, operation, maintenance, and repair of Project facilities in a manner consistent with good property management practice and in accordance with established building codes. This includes, where applicable,repayment of indebtedness resulting from any EDA-approved encumbrance (e.g., approved mortgage) on the EDA-assisted facility. In the case of equipment, administration, operation, maintenance, and repair of the equipment, or the facility in which the equipment is located as required to maintain and operate the equipment, for the equipment's estimated useful life. b. Economic development activities that are authorized for support by EDA,provided such activities meet the economic development purposes of PWEDA and are located within the designated Project region. c. Any program income in excess of paragraphs a. and b. of this section that is generated during the period of performance must be deducted from total allowable Project costs in accordance with 2 CFR § 200.307(e)(1). See also 2 CFR § 200.307 ("Program income"). 8. Information on Recipient integrity. The Recipient agrees to provide EDA with information and documentation necessary for EDA to conduct due diligence to ensure the financial integrity and responsibility of the Recipient and key individuals associated with the Recipient in the management or administration of this Award. B. Programmatic Requirements 1. Project Progress and Performance Reporting a. Project progress reports must be submitted in accordance with the procedures set out in 2 CFR § 200.329 ("Monitoring and reporting program performance"), as applicable, and as 10 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C indicated below. Failure to submit required reports in a complete, accurate, and timely manner may result in the withholding of payments under this Award; deferral of processing of new awards, amendments, or supplemental funding; or other appropriate enforcement action. See 13 CFR § 302.18 ("Post-approval requirements") and section A.06 (Unsatisfactory Performance or Non-Compliance with Award Provisions) of the DOC Standard Terms and Conditions, which are incorporated in Part III of these EDA Construction STCs. b. Unless otherwise specified in a specific award condition,the Project progress report must contain the following information for each Project program, function, or activity: i. A comparison of planned and actual accomplishments according to the timetable or list of Project objectives in this Award; ii. An explanation of any delays or failures to meet the Project timetable or Project goals; and iii. Any other pertinent information including, when appropriate, analysis and explanation of cost overruns or high unit costs. Project progress reports must be submitted for each calendar quarter to the Project Officer. Each Project progress report must be submitted in accordance with the deadlines outlined in the specific award conditions, or, when not otherwise specified,Project progress reports will be due on a quarterly basis not later than January 31, April 30, July 31, and October 31 for the immediately previous quarter. The final Project progress report must be submitted to EDA no later than 120 calendar days after the end date of the period of performance. See Part II, section B.16.c "Project Closeout Procedures" of these EDA Construction STCs for more information on Project Closeout. c. The Recipient must submit quarterly Project progress reports to the EDA Project Officer electronically unless otherwise specified in the specific award conditions. 2. Time Extensions a. Unless otherwise authorized by a specific award condition, any extension of the period of performance can only be authorized by the Grants Officer in writing. b. The Recipient is responsible for implementing the Project in accordance with the development time schedule contained in this Award. As soon as the Recipient becomes aware that it may not be possible to meet the development time schedule,the Recipient must notify the Grants Officer. The Recipient's notice to EDA must contain the following: I. An explanation of the Recipient's inability to complete work by the specified date (e.g., a lengthy period of unusual weather delayed the contractor's ability to excavate the site, major re-engineering required in order to obtain State or Federal approvals,unplanned environmental mitigation required); ii. A statement describing any other contemplated changes to the Project; iii. Documentation that demonstrates there is still a bona fide need for the Project; and iv. A statement that no further delay is anticipated and that the Project can be completed within the revised time schedule. 11 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C EDA reserves the right to withhold disbursements while the Recipient is not in compliance with the time schedule and to suspend or terminate this Award if the Recipient fails to proceed with reasonable diligence to accomplish the Project as intended. 3. Interim Reporting of Significant Project Developments The Recipient must promptly report any event that may have a significant impact upon the Project, including delays or adverse conditions that may materially affect the ability of the Recipient to attain Project objectives within established time periods or meet the development time schedule without waiting for the next quarterly progress report. The Recipient should report such events to the Project Officer in the most time-expedient way possible and then, if the initial report was not in writing, report the event to the Project Officer in writing. Such a report must include a statement of the event or issue, a statement of the course of action taken or contemplated to resolve the matter, and any Federal assistance needed to resolve the situation. If budget changes are required,the Recipient must submit a written budget revision request. See 2 CFR § 200.329(e) ("Monitoring and reporting program performance") and Part 11, section A.4. "Budget Revisions and Transfers of Funds" of these EDA Construction STCs. 4. Programmatic Changes a. In accordance with 2 CFR § 200.308 ("Revision of budget and program plans"), the Recipient must submit a written request for any proposed programmatic changes, including all changes to the scope of the Award, to the Project Officer. See Part II, section A.4 "Budget Revisions and Transfers of Funds" of these EDA Construction STCs for budget revisions that may require the prior written approval of EDA. In these cases, the Project Officer will forward the request to the Grants Officer, who makes the final decision on approving the request. In addition, the Recipient must request prior written approvals for certain items of cost in accordance with 2 CFR § 200.407 ("Prior written approval (prior approval)"). b. Any changes made to the Project without EDA's approval are made at the Recipient's own risk, and may result in disallowance of costs, suspension, termination, or other EDA action with respect to the Award. See 13 CFR § 302.7(b) ("Amendments and changes"). c. Contract Change Orders. After construction contracts for the Project have been executed, it may become necessary to alter them through a formal contract change order that must be issued by the Recipient and accepted by the contractor. All contract change orders must be reviewed by EDA, even if EDA is not participating in the cost of the change order or the contract price is to be reduced. Work on the Project may continue pending EDA review and approval of the change order, but all such work will be at the Recipient's risk as to whether the cost of the work is eligible for EDA reimbursement. See 13 CFR § 305.13 ("Contract change orders"). 5. Government Performance and Results Act In addition to quarterly Project progress reports, EDA may require the Recipient to report on Project performance beyond the end date of the period of performance for Government Performance and Results Act(GPRA) or other purposes. In no case will the Recipient be required to submit any GPRA report more than ten years after the date of Award closeout. Data used by the Recipient in preparing reports must be accurate and, whenever possible, from independent sources. See 13 CFR § 302.16 ("Accountability"). 12 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 6. Beneficiary Compliance In the event a beneficiary of the Project fails to comply in any manner with certifications, assurances, or agreements that such beneficiary has entered into in accordance with EDA's requirements, the Recipient will reimburse EDA the Award amount or an amount to be determined by the EDA pursuant to 13 CFR §§ 314.4 ("Unauthorized use of property") and 314.5 ("Federal share"). When EDA determines that the failure of a beneficiary to comply with EDA requirements affects a portion of the property benefited by the Award, the Recipient will reimburse EDA proportionately. 7. Hold Harmless To the maximum extent permitted by law,the Recipient agrees to indemnify and hold the United States harmless from and against all liabilities that the United States may incur due to the actions or omissions of the Recipient, including to the extent that such liabilities are incurred because of toxic or hazardous contamination or groundwater, surface water, soil, or other conditions caused by actions of the Recipient or any of its predecessors (other than the United States or its agents) on the property. See 13 CFR § 302.19 ("Indemnification"). 8. Prohibition on Use of Third Parties to Secure Award Unless otherwise specified in the application materials supporting this Award, the Recipient warrants that no person or selling agency has been employed or retained to solicit or secure this Award upon an agreement or understanding for a commission,percentage, brokerage, or contingent fee, excepting bona fide employees, or bona fide established commercial or selling agencies maintained by the Recipient for the purpose of securing business. For breach or violation of this warranty, EDA has the right to terminate this Award for material noncompliance, or at its discretion,to deduct from the Award amount, or otherwise recover, the full amount of such commission,percentage, brokerage, or contingent fee. 9. Payment of Attorneys' or Consultants' Fees No Award funds may be used, directly or indirectly, to reimburse attorneys' or consultants' fees incurred in connection with obtaining an award under PWEDA, such as, for example,preparing an application for EDA assistance. However, ordinary and reasonable attorneys' and consultants' fees incurred for meeting Award requirements (e.g., conducting a title search or preparing plans and specifications) may be eligible Project costs and may be paid out of Award funds,provided such costs are otherwise eligible. See 13 CFR § 302.10 ("Attorneys' and consultants' fees, employment of expediters, and post-employment restriction"). 10. Recipient's Duty to Refrain from Employing Certain Government Employees a. Pursuant to section 606(2) of PWEDA (42 U.S.C. § 3216), for the two-year period beginning on the date EDA executes this Award, any Recipient that is a nonprofit organization, District Organization, or for-profit entity agrees that it will not employ, offer any office or employment to, or retain for professional services any person who: i. On the date EDA executes this Award or within the one-year period ending on that date, served as an officer, attorney, agent, or employee of the Department, and ii. Occupied a position or engaged in activities that the Assistant Secretary determines 13 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C involved discretion with respect to the funding of an Award. b. In addition to the types of Recipients noted in paragraph a. above, EDA may require another Eligible Applicant to execute an agreement to abide by the above-described post-employment restriction on a case-by-case basis—for example, when an institution of higher education implements activities under or related to the Award through a separate nonprofit organization or association. c. The two-year period and associated restrictions referenced above also will apply beginning on the date that EDA executes any cost amendment to this Award that provides additional funds to the Recipient. See also 13 CFR § 302.10 ("Attorneys' and consultants' fees, employment of expediters, and post-employment restriction"). 11. Commencement of Construction a. Delayed construction starts. If significant construction (as determined by EDA) is not commenced within two years of the Award date or by the date estimated for start of construction in this Award(or the expiration of any extension granted in writing by EDA), whichever is later, this Award will be automatically suspended by a written notification issued by the Grants Officer and may be terminated if EDA determines, after consultation with the Recipient,that construction to completion cannot reasonably be expected to proceed promptly and expeditiously. b. Early construction starts. The Recipient must make a written request to EDA for early construction start permission (that is, after the date of Award, but before EDA gives formal approval for construction to commence). Costs incurred under a contract are only allowable after EDA determines that the award of the contract is in compliance with all terms and conditions of the Award. If construction commences prior to EDA's determination,the Recipient proceeds at its own risk until EDA's review and concurrence. See 13 CFR § 305.11 ("Contract awards; early construction start"). 12. Project Sign and Use of EDA Logo a. Project sign. The Recipient is responsible for constructing, erecting, and maintaining in good condition throughout the construction period a sign (or signs) in a conspicuous place at the Project site indicating that the Federal Government is participating in the Project. EDA will provide specifications for the sign and may require more than one sign if site conditions so warrant. If the EDA-recommended sign specifications conflict with State or local law, the Recipient may modify such recommended specifications so as to comply with State or local law. See 13 CFR § 305.12 ("Project sign"). b. Use ofEDA logo. With EDA's prior written permission, the Recipient may use the EDA logo to publicize the Award as well as to amplify the impact of the Award. In such cases,the EDA logo may be displayed on Award-related materials that discuss or advertise the purpose or use of the Project(e.g. websites, social media, fliers,pamphlets, brochures). To seek permission to use the EDA logo, the Recipient must contact the EDA Project Officer and provide a written description of how the Recipient proposes to use the EDA logo. In general, 14 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C the EDA logo may be used either alone or next to Recipient's logo. The EDA logo may not be used to endorse a third parry as interpreted at EDA's sole discretion. The Recipient must not use the EDA logo in a negative or defamatory manner, and the Recipient must not use the U.S. Department of Commerce (DOC) logo. EDA may rescind such permission at any time. 13. Efficient Administration of Project The Recipient agrees to properly and efficiently administer, operate, and maintain the Project for its estimated useful life, as required by section 504 of PWEDA (42 U.S.C. § 3194). If EDA determines at any time during the estimated useful life of the facility that the Project is not being properly and efficiently administered, operated, and maintained, EDA may terminate this Award (if it is still active) and/or may take appropriate enforcement action to protect the Federal Interest in the Project, including requiring the Recipient to repay the Federal Share. See 13 CFR §§ 302.12 ("Project administration, operation and maintenance"), 302.18 ("Post-approval requirements"), and 314.2 ("Federal Interest")through 314.5 ("Federal Share"). 14. Conflicts-of-Interest Rules a. An "Interested Parry" is defined in 13 CFR § 300.3 ("Definitions") as "any officer, employee, or member of the board of directors or other governing board of the Recipient, including any other parties that advise, approve, recommend, or otherwise participate in the business decisions of the Recipient, such as agents, advisors, consultants, attorneys, accountants, or shareholders."An Interested Parry includes the Interested Parry's Immediate Family and other persons directly connected to the Interested Party by law or through a business organization. "Immediate Family" is defined in 13 CFR § 300.3 as "a person's spouse (or domestic partner or significant other),parents, grandparents, siblings, children and grandchildren, but does not include distant relatives, such as cousins,unless the distant relative lives in the same household as the person." b. The Recipient must disclose in writing any potential conflicts of interest to EDA or the pass-through entity as soon as practicable after the identification of such potential conflict. In addition, the Recipient must maintain written standards of conduct to establish safeguards to prohibit an Interested Party from using its position for a purpose that constitutes or presents the appearance of personal or organizational conflicts-of-interest or of personal gain in the administration of an award. See 13 CFR § 302.17(a) and(b) ("Conflicts of interest"), 2 CFR § 200.112 ("Conflict of interest"), as applicable, and assurances submitted as part of the Application, including assurances submitted through SAM.gov or via Form SF-424D ("Assurances —Construction Projects"). c. An Interested Party must not receive any direct or indirect financial or personal benefit in connection with this Award or its use for payment or reimbursement of costs by or to the Recipient. A conflict of interest generally exists when an Interested Party participates in a matter that has a direct and predictable effect on the Interested Parry's personal or financial interests. A conflict also may exist where there is an appearance that an Interested Parry's objectivity in performing his or her responsibilities under the Project is impaired. For example, an appearance of impairment of objectivity may result from an organizational conflict where, because of other activities or relationships with other persons or entities, an Interested Parry is unable to render impartial assistance, services or advice to the Recipient, a participant in the Project or to the Federal government. Additionally, a conflict of interest 15 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C may result from non-financial gain to an Interested Parry, such as benefit to reputation or prestige in a professional field. See 13 CFR § 302.17(a) and(b). d. Section F.Ol.c of the DOC Standard Terms and Conditions, which are incorporated as Part III of these EDA Construction STCs, specifies procurement-related conflicts of interest requirements. See also 2 CFR §§ 200.317-200.327 ("Procurement Standards"). 15. Records-Keeping Requirements a. Records. The Recipient must maintain records that document compliance with the terms and conditions of this Award. At a minimum, the Recipient's records must fully disclose: i. The amount and disposition of all EDA funding under the Award; ii. All Project expenditures and procurement actions; iii. The total cost of the Project that the Award funds; iv. Copies of all reports and disbursement requests submitted to EDA; v. The benefits/impacts of the Project, as reported through GPRA and other reports to EDA; vi. The amount and nature of the portion of Project costs provided by non-EDA sources; vii. Contractor compliance with applicable Federal requirements; and viii.Such other records as EDA requires the Recipient to maintain, including such records as will facilitate an effective audit. b. Records retention. In general, and in accordance with 2 CFR § 200.334 ("Retention requirements for records"), all records pertinent to this Award must be retained for a period of three years from the date of submission of the final Project expenditure report(the final Form SF-271 for disbursement). The only exceptions are the following: i. If any litigation, claim, or audit is started before the expiration of the three-year period, the records must be retained until all litigation, claims, or audit findings involving the records have been resolved and final actions taken. ii. When the Recipient is notified in writing by EDA, its cognizant agency for either audit or indirect costs, its oversight agency for audit, or the relevant pass-through entity to extend the retention period, it must retain the records as directed. iii. Records for real property and equipment acquired with Federal funds must be retained for three years after final disposition of the relevant real property or equipment. iv. When records are transferred to or maintained by EDA or pass-through entity, the three-year retention requirement is not applicable to the Recipient. v. Records for program income transactions after the period ofperformance. In some cases, Recipients must report program income after the period of performance. Where there is such a requirement, the retention period for the records pertaining to the earning of the program income starts from the end of the Recipient's fiscal year in which the program income is earned. See also Part II, section A.7 "Program Income" of these EDA Construction STCs. 16 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C vi. Indirect cost rate proposals and cost allocation plans. This paragraph applies to the following types of documents and their supporting records: indirect cost rate computations or proposals, cost allocation plans, and any similar accounting computations of the rate at which a particular group of costs is chargeable (such as computer usage chargeback rates or composite fringe benefit rates). (1) Ifsubmitted for negotiation. If the proposal,plan, or other computation is required to be submitted to the Federal Government(or to the pass-through entity)to form the basis for negotiation of the rate, then the three-year retention period for its supporting records starts from the date of such submission. (2) If not submitted for negotiation. If the proposal, plan, or other computation is not required to be submitted to the Federal Government(or to the pass-through entity)for negotiation purposes, then the three-year retention period for the proposal, plan, or computation and its supporting records starts from the end of the fiscal year(or other accounting period) covered by the proposal,plan, or other computation. c. Monitoring and reporting obligations. The Recipient is responsible for monitoring any subrecipients and contractors to ensure their compliance with the records retention requirements. The Recipient must immediately notify the Project Officer if records are lost. See 2 CFR §§ 200.331 —200.333 ("Subrecipient Monitoring and Management). 16. Termination Actions a. In accordance with 2 CFR § 200.340 ("Termination"),this Award may be terminated in whole or in part as follows: i. Termination by EDA for the Recipient's failure to comply with the terms and conditions of the Award. EDA may terminate this Award, in whole or in part, if the Recipient fails to comply with the Terms and Conditions of the Award, including but not limited to: (1) Any representation made by the Recipient to the Federal awarding agency in connection with the Application for Federal assistance is incorrect or incomplete in any material respect; (2) The Project has changed substantially, without EDA prior approval,so as to affect significantly the accomplishment of the Project as intended(including an unauthorized use of property as provided in 13 CFR § 314.4 ("Unauthorized use of property"); (3) The Recipient has violated commitments it made in its Application and supporting documents or has violated any of the Terms and Conditions of the Award; (4) The conflicts-of-interest rules at 13 CFR § 302.17 ("Conflicts of interest") are violated; or (5) The Recipient fails to report immediately to EDA any change of authorized representative acting in lieu of or on behalf of the Recipient. See also section A.06 (Unsatisfactory Performance or Non-Compliance with Award Provisions) of the DOC Standard Terms and Conditions, which are incorporated in Part III of these EDA Construction STCs. 17 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C ii. Termination by EDA when the Award no longer effectuates program goals or agency priorities. To the greatest extent authorized by law, EDA may terminate this Award if it no longer effectuates program goals or agency priorities. iii. Termination by the Recipient. The Recipient may terminate this Award in whole or in part upon by sending the EDA Grants Officer written notification setting forth the reasons for such termination, the effective date, and, in the case of partial termination,the portion to be terminated. However, if EDA determines in the case of partial termination that the reduced or modified portion of the EDA Award will not accomplish the purposes for which the EDA Award was made, EDA may terminate the Award in its entirety. iv. Termination pursuant to Award termination provisions. EDA or the pass-through entity may terminate this Award pursuant to termination provisions included in the Award. Any Award-specific termination provision will be included as a specific award condition. v. Termination upon mutual agreement. EDA and the Recipient may mutually agree to terminate this Award in whole or in part. In such cases,EDA and the Recipient must agree upon the termination conditions, including the effective date and, in the case of partial termination,the portion to be terminated. b. If the Award is wholly or partially terminated, the Recipient remains responsible for compliance with the requirements in 2 CFR §§ 200.344 ("Closeout") and 200.345 ("Post-closeout adjustments and continuing responsibilities"). 17. Project Closeout Procedures a. Project Closeout. As defined at 2 CFR § 200.1, Project Closeout means the process by which EDA determines that all applicable administrative actions and all required work of the Award have been completed and takes actions as described at 2 CFR § 200.344 ("Closeout"). In the context of an EDA construction award, Project Closeout generally begins with the Recipient's acceptance of the Project from the contractor(s). b. Final disbursement. When Project construction and final inspection have been completed, or substantially completed as determined by EDA, and the Recipient has accepted the Project from the contractor(s), the Recipient can begin the Closeout process by submitting the following documentation to EDA: i. A request for final disbursement on an executed Form SF-271; ii. A written certification that all costs charged against this Award(Federal and non-Federal shares) are for eligible activities and represent allowable costs, for which there is documentation in the Recipient's records; iii. An executed certificate of final acceptance signed by the Recipient and the Recipient's architect/engineer; iv. The Recipient's certification that its current audit(in accordance with subpart F of 2 CFR part 200), if applicable, has been submitted to the Federal Audit Clearinghouse; 18 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C v. The Recipient's certification that its currently valid single or program-specific audit in accordance with subpart F of 2 CFR part 200 ("Audit Requirements"), if applicable, does not contain any material findings (if the Recipient's currently valid audit does contain material findings, the Recipient must submit the applicable audit preferably via e-mail to the Project Officer, who will review with the Grants Officer); and vi. Other documentation as may be required by EDA. EDA will advise the Recipient of costs determined to be allowable and unallowable. If a balance of this Award is due to the Recipient, the balance will be paid by EDA. If the Recipient has received an amount in excess of the amount due the Recipient, the Recipient must refund the excess to EDA. The Recipient must contact the Project Officer for refund instructions. As noted above, if the Recipient's most recent audit completed pursuant to subpart F of 2 CFR part 200 contains material findings, the Recipient must submit the audit,preferably via e-mail, to the Project Officer, who will review with the Grants Officer before final disbursement. If e-mail is unavailable, the Recipient may submit a hardcopy version of the audit to the Project Officer. c. Final reporting deadline. The Recipient must submit, no later than 120 calendar days after the end date of the period of performance, all financial,performance, and other reports as required by the Terms and Conditions of this Award. The Grants Officer may extend the 120 calendar day submission period upon a written request from the Recipient. d. Deadline to liquidate obligations. Unless EDA authorizes an extension, the Recipient must liquidate all financial obligations incurred under this Award no later than 120 calendar days after the end date of the period of performance. e. Post-Closeout requirements. As noted above in section B.12 "Efficient Administration of Project" of these EDA Construction STCs, after construction is completed and the Project is closed out financially, the Recipient has an ongoing responsibility to properly administer, operate, and maintain the Project for its estimated useful life (as determined by EDA) in accordance with Award purposes. See 13 CFR § 302.12 ("Project administration, operation and maintenance"). The Recipient must comply with all Award requirements and maintain records to document such compliance, which must be made available for inspection by EDA or other Government officials as required. In addition, in accordance with 2 CFR § 200.345 "Post-closeout adjustments and continuing responsibilities,"the Closeout of this Award does not affect any of the following: i. The right of EDA to disallow costs and recover funds on the basis of a later audit or other Project review; ii. The Recipient's obligation to return any funds due as a result of later corrections or other transactions; iii. Audit requirements per subpart F of 2 CFR part 200; and iv. Requirements for property management and disposition, records retention, and 19 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C performance measurement reports. See subpart D of 2 CFR part 200 ("Post Federal Award Requirements"), as applicable. f. GPRA reporting. As required under GPRA and in accordance with a schedule that will be provided by EDA, the Recipient must submit additional Performance Measurement Reports, generally three, six, and nine years after the date of the Award to accurately and completely report the impacts of the Project, especially in terms of job creation and private investment leveraging. 18. Freedom of Information Act EDA is responsible for meeting its Freedom of Information Act("FOIA") (5 U.S.C. § 552) responsibilities for its records. DOC regulations at 15 CFR part 4 set forth the requirements and procedures that EDA must follow in order to make the requested material, information, and records publicly available. Unless prohibited by law and to the extent required under the FOIA, contents of Applications and other information submitted by applicants and Recipients may be released in response to a FOIA request. The Recipient should be aware that EDA may make certain Application and other submitted information publicly available. Accordingly, as set forth in 15 CFR § 4.9 ("Confidential commercial information"), the Recipient should identify in its Application any "business information" it believes to be protected from disclosure pursuant to 5 U.S.C. § 552(b)(4). C. Additional Requirements Related to Construction Projects The Recipient and any subrecipients, must, in addition to other statutory and regulatory requirements detailed in these EDA Construction STCs and the assurances made to EDA in connection with the Award, comply and require each of its contractors and subcontractors employed in the completion of the Project to comply with all applicable Federal, State,territorial, and local laws, and in particular, the following Federal laws (and the regulations issued thereunder), executive orders, OMB circulars, OMB Uniform Guidance, and local law requirements. 1. The Davis-Bacon Act, as amended(40 U.S.C. §§ 3141-3144, 3146, 3147; 42 U.S.C. § 3212), which requires minimum wages for mechanics and laborers employed on Federal Government public works projects to be based on the wages that the Secretary of Labor determines to be prevailing for the corresponding classes of laborers and mechanics employed on projects of a character similar to the contract work in the civil subdivision of the State in which the Project is to be performed, or in the District of Columbia if the Project is to be performed there. 2. The Contract Work Hours and Safety Standards Act, as amended (40 U.S.C. §§ 3701-3708), which provides work hour standards for every laborer and mechanic employed by any contractor or subcontractor in the performance of a Federal public works project. 3. The National Historic Preservation Act of 1966, as amended(54 U.S.C. § 300101 et seq.), and the Advisory Council on Historic Preservation Guidelines (36 CFR part 800), which require stewardship of historic properties in projects involving Federal funds. 4. Preservation of Historical and Archeological Data (54 U.S.C. § 312502), which requires appropriate surveys and preservation efforts if a Federally licensed project may cause 20 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C irreparable loss or destruction of significant scientific,prehistorical, historical, or archeological data. 5. The Architectural Barriers Act of 1968, as amended(42 U.S.C. § 4151 et seq.), and the regulations issued thereunder, which prescribe standards for the design and construction of any building or facility intended to be accessible to the public or that may house handicapped employees. 6. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended(42 U.S.C. § 4601 et seq.), and implementing regulations issued at 49 CFR part 24 ("Uniform Relocation Assistance and Real Property Acquisition for Federal and Federally Assisted Programs"), which establish uniform policies for the fair and equitable treatment of persons, businesses, or farm operations affected by the acquisition, rehabilitation, or demolition of real property acquired for a project financed wholly or in part with Federal financial assistance. 7. The Energy Conservation and Production Act(42 U.S.C. § 6834 et seq.), which establishes energy efficiency performance standards for the construction of new residential and commercial structures undertaken with Federal financial assistance. 8. Executive Order 13717, "Seismic Safety of Federal and Federally Assisted or Regulated New Building Construction", which requires that new buildings constructed with Federal assistance comply with the earthquake-resistant design provisions of the 2015 editions of the International Building Code (IBC) or the International Residential Code (IRC), nationally recognized building codes promulgated by the International Code Council (ICC), or equivalent codes, consistent with the provisions of and to the extent required by 40 U.S.C. § 3312. 9. Compliance with Local Construction Requirements. The Recipient will comply with current local building codes, standards, and other requirements applicable to the Project. D. Non-Discrimination Requirements No person in the United States shall, on the ground of race, color, national origin, handicap, age, religion, or sex, be excluded from participation in,be denied the benefits of, or be subject to discrimination under any program or activity receiving Federal financial assistance. In addition to the non-discrimination requirements set forth in section G.02 "Non-Discrimination Requirements" of the DOC Standard Terms and Conditions, which are incorporated in Part III of these Construction STCs, the Recipient agrees to comply with Pub. L. No. 92-65, 42 U.S.C. § 3123, which proscribes discrimination on the basis of sex in assistance provided under PWEDA. E. Audits 1. General a. Recipients must comply with the audit requirements set out as subpart F to 2 CFR part 200 ("Audit Requirements"). Generally, if the Recipient expends $750,000 or more in Federal awards during the Recipient's fiscal year,the Recipient must have a single or program-specific audit conducted for that fiscal year. The cost of preparing the audit may be 21 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C included in the Project budget. b. For program specific audits, EDA's Public Works and Economic Adjustment Assistance programs generally have specific audit guidelines that will be incorporated into the Award and may be found in the annual Compliance Supplement, which is Appendix XI to 2 CFR part 200 and available on OMB's website. When DOC does not have a program-specific audit guide available for the program, the auditor will follow the requirements for a program-specific audit as described in 2 CFR § 200.507 ("Program-specific audits"). 2. Requirement to Submit a Copy of the Audit to EDA If the Recipient's current audit required under subpart F of 2 CFR part 200 ("Audit Requirements") contains material findings, the Recipient must submit a copy of the audit to the Project Officer, who will review it with the Grants Officer. See also Part II, section B.16 "Project Closeout Procedures" of these EDA Construction STCs. See section D "Audits" of the DOC Standard Terms and Conditions, which are incorporated in Part III of these EDA Construction STCs, for additional information related to audit requirements. F. Tribal Employment Rights Ordinances As set out in 31 U.S.C. § 1352, special provisions are applicable to Indian Tribes, Tribal organizations, and other Indian organizations eligible to receive Federal contracts, grants, loans, or cooperative agreements. In accordance with DOC policy, EDA recognizes Tribal Employment Rights Ordinances ("TEROs"), which may provide for preferences in contracting and employment, in connection with its financial assistance awards. Federal awards granted to American Indian and Alaska Native Tribal governments generally may provide for preference to qualified Indians in all aspects of employment, contracting, and other business activities, as well as the payment of a TERO fee. The payment of the TERO fee, which supports the Tribal employment rights office to administer the preferences, should generally be allowable as an expense that is "necessary and reasonable for the performance of the Federal award," as provided under 2 CFR § 200.403 ("Factors affecting allowability of costs"). G. EDA Contracting Provisions for Construction Projects The Recipient must use the "EDA Contracting Provisions for Construction Projects" as guidance in developing all construction contracts. The "EDA Contracting Provisions for Construction Projects" lists applicable EDA and other Federal requirements for construction contracts. H. Property 1. Standards With respect to any property acquired or improved in whole or in part with Award funds, the Recipient must comply with the Property Standards set forth at 2 CFR §§ 200.310 ("Insurance coverage")through 200.316 ("Property trust relationship"), and EDA's regulations at 13 CFR part 314. Property acquired or improved in whole or in part by the Recipient under this Award may consist of real property;personal property, including equipment and supplies; and intangible property, such as money,notes, contractual rights, and security interests. Any property reports required under 2 CFR §§ 200.310 through 200.316, such as periodic inventories and requests for disposition instructions,must be submitted to the Grants Officer through the Project Officer on 22 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Form SF-428 and/or SF-429, as applicable. See also section A.01.d "Real Property, Tangible Property and Intangible Property Reports and Requests for Dispositions" of the DOC Standard Terms and Conditions, which are incorporated in Part III of these EDA Construction STCs. 2. Title a. Title to equipment, supplies, and intangible property acquired in whole or in part under this Award generally vests upon acquisition in the Recipient. The use, management and disposition of equipment, supplies, and intangible property acquired in whole or in part under this Award mustbe in accordance with 2 CFR §§ 200.313 ("Equipment"), 200.314 ("Supplies"), and 200.315 ("Intangible property"), as applicable, and EDA regulations at 13 CFR part 314. See also section C.03 "Intellectual Property Rights" of the DOC Standard Terms and Conditions,which are incorporated in Part III of these EDA Construction STCs. b. Title to real property acquired in whole or in part under this Award generally vests upon acquisition in the Recipient, subject to the condition that the Recipient uses the real property for the authorized purpose of the Project. See 2 CFR § 200.311 ("Real property") and EDA regulations at 13 CFR part 314. 3. EDA's Interest in Award Property a. General- evidence of title. As stated in Part I, section E, of these EDA Construction STCs "Recipient as Trustee", real property, equipment, and intangible property acquired or improved under this Award must be held in trust by the Recipient as trustee for the public purposes of an Award. This trust relationship exists throughout the duration of the property's estimated useful life, as determined by EDA, during which time EDA retains an undivided, equitable reversionary interest in the property ("Federal Interest"). See 13 CFR § 314.2. Before advertising for construction bids or at such other time as EDA requires, the Recipient must furnish evidence, satisfactory in form and substance to EDA,that title to real property required for the Project(other than property of the United States and as provided in 13 CFR § 314.7(c) ("Title")) is vested in the Recipient and that such easements, rights-of-way, State or local government occupancy or use permits, long-term leases, or other property interests or access rights required for the Project have been or will be obtained by the Recipient within an acceptable time, as determined by EDA. All liens, mortgages, other encumbrances, reservations, reversionary interests, or other restrictions on title or the Recipient's interest in the property must be disclosed to EDA. See 13 CFR § 314.7 ("Title"). With limited exceptions set forth at 13 CFR §§ 314.6(a) and(b) ("Encumbrances") or as otherwise authorized by EDA, Recipient-owned property acquired or improved in whole or in part with Award funds must not be used to secure a mortgage or deed of trust or in any way otherwise encumbered. See 13 CFR § 314.6. b. Recording FDA's Interest in Real Property. i. For all Projects involving the acquisition, construction, or improvement of a building, infrastructure, or other real property, as determined by EDA, the Recipient must execute and furnish to EDA,prior to initial Award disbursement or at such other time as EDA requires, a lien, covenant, or other statement, satisfactory to EDA in form and substance, of EDA's interest in the property acquired or improved in whole or in part with the funds made available under this Award. EDA may permit such statement to be recorded after 23 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C initial Award disbursement in the event that grant funds are being used to acquire such property or for authorized costs, such as design and engineering services. The statement must specify the estimated useful life of the Project and must include the disposition, encumbrance, and the Federal Share compensation requirements, as well as any other requirements specified by EDA in its reasonable discretion. See 13 CFR §§ 314.1 ("Definitions") and 314.8(a) ("Recorded statement for real property"). See also 2 CFR § 200.316 ("Property trust relationship"). ii. This lien, covenant, or other statement of the Federal interest must be perfected and placed of record in the real property records of the jurisdiction in which the property is located, all in accordance with applicable law. EDA may require an opinion of counsel for the Recipient to substantiate that the document was validly executed and properly recorded. See 13 CFR § 314.8(b). iii. Facilities in which the EDA assistance is only a small part of a larger project, as determined by EDA, may be exempted from the requirements listed in paragraphs H.3.b.i and ii above. See 13 CFR § 314.8(c). iv. In extraordinary circumstances and at EDA's discretion, EDA may choose to accept another instrument to protect EDA's interest in the Project property, such as an escrow agreement or letter of credit,provided that EDA determines such instrument is adequate and a recorded statement in accord with section H.3.b.i above is not reasonably available. The terms and provisions of the relevant instrument must be satisfactory to EDA. The costs and fees for escrow services or letters of credit must be paid by the Recipient. See 13 CFR § 314.8(d). c. Recording FDA's Interest in Personal Property. For all Projects involving the acquisition or improvement of significant items of equipment or other tangible personal property, including but not limited to watercraft, motor vehicles, machinery, equipment, removable fixtures, or structural components of buildings,the Recipient must execute a security interest, covenant, or other statement of EDA's reversionary interest in the personal property acceptable in form and substance to EDA, which statement must be perfected and placed of record in accordance with applicable law (usually accomplished by filing a Uniform Commercial Code Financing Statement(Form UCC-1), as provided by State law),with continuances re-filed as appropriate. EDA may require an opinion of counsel for the Recipient to substantiate that the Form UCC-1 or other filing was validly executed and properly recorded. See 13 CFR § 314.9 ("Recorded statement for Project personal property"). d. FDA's Interest and the estimated useful life. The Recipient acknowledges that EDA retains an undivided equitable reversionary interest in property acquired or improved in whole or in part with grant funds made available through this Award throughout the estimated useful life (as determined by EDA) of the Project, except in applicable instances set forth at 13 CFR § 314.7(c) ("Title"). See 13 CFR § 314.2(a) ("Federal interest"). e. Unauthorized Use ofAward Property. The Recipient agrees that if any interest in property acquired or improved in whole or in part with Award funds is disposed of, encumbered, or alienated in any manner, or no longer used for the authorized purposes of the Award during the Project's estimated useful life without EDA's written approval, EDA will be entitled to recover the Federal Share, as defined at 13 CFR § 314.5 ("Federal share"). Examples of 24 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C alienation of Award property include sale or other conveyance of the Recipient's interest, leasing or mortgaging the property, or granting an option for any of the foregoing. If, during the Project's estimated useful life, the property is no longer needed for the purposes of the Award, as determined by EDA, EDA may permit its use for other acceptable purposes consistent with those authorized by PWEDA and 13 CFR Chapter III. See 13 CFR § 314.3(b) ("Authorized use of property") or may direct the Recipient to sell the property and remit the Federal Share of the sales proceeds to EDA. See 2 C.F.R. §§ 200.311, 200.313. f. Calculating the Federal Share. For purposes of any lien or security interest, the amount of the Federal Share is the portion of the current fair market value of any property (after deducting any actual and reasonable selling and repair expenses incurred to put the property into marketable condition) attributable to EDA's participation in the Project. See 13 CFR § 314.5 ("Federal share"). 4. Insurance and Bonding a. Insurance. The Recipient must, at a minimum,provide the equivalent insurance coverage for real property and equipment acquired or improved with Federal funds as provided for property owned by the Recipient. Federally owned property need not be otherwise insured unless required by the Terms and Conditions of the Award. See 2 CFR § 200.310 ("Insurance coverage"). b. Bonding. If the Award exceeds the simplified acquisition threshold as defined at 2 CFR § 200.1, EDA may accept the Recipient's or subrecipient's bonding policy and requirements if EDA or the pass-through entity determines that the Federal Interest is adequately protected. If not, the following minimum requirements will apply: i. A bid guarantee from each bidder equivalent to five percent of the bid price. The "bid guarantee" must consist of a firm commitment such as a bid bond, certified check, or other negotiable instrument accompanying a bid as assurance that the bidder will, upon acceptance of the bid, execute such contractual documents as may be required within the time specified. ii. A performance bond on the part of the contractor for 100 percent of the contract price. A "performance bond" is one executed in connection with a contract to secure fulfillment of all the contractor's obligations under such contract. iii. A payment bond on the part of the contractor for 100 percent of the contract price. A "payment bond" is one executed in connection with a contract to ensure payment as required by law of all persons supplying labor and material in the execution of the work provided for in the contract. See 2 CFR § 200.326 ("Bonding requirements"). 5. Leasing Restrictions. Leasing or renting of facilities or property is prohibited unless specifically authorized by EDA. The Recipient agrees that any leasing or renting of any facilities or property involved in this Project will be subject to the following: a. That said lease arrangement is consistent with the authorized general and special purpose of 25 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C the Award; b. That said lease arrangement is for adequate consideration; c. That said lease arrangement is consistent with applicable EDA requirements concerning but not limited to nondiscrimination and environmental compliance; and d. That all revenue derived from said leasing arrangement shall be subject to Part II, section A.7 "Program Income" of these EDA Construction STCs. 6. Eminent Domain The Recipient will use funds solely for the authorized purpose of the Project. Pursuant to Executive Order 13406, "Protecting the Property Rights of the American People,"the Recipient agrees: a. Not to exercise any power of eminent domain available to the Recipient(including the commencement of eminent domain proceedings) for use in connection with the Project for the purpose of advancing the economic interests of private parties; and b. Not to accept title to land, easements, or other interests in land acquired by the exercise of any power of eminent domain for use in connection with the Project for such purposes. The Recipient agrees that any use of the power of eminent domain to acquire land, easements, or interests in land, whether by the Recipient or any other entity that has the power of eminent domain, in connection with the Project without the prior written consent of EDA is an unauthorized use of the Project. If the Recipient puts the Project to an unauthorized use, the Recipient must compensate EDA for the Federal Share in accordance with 13 CFR §§ 314.4 ("Unauthorized use of property") and 314.5 ("Federal share"), as the same may be amended from time to time. 7. Disposal of Real Property a. During the estimated useful life of the Project, if EDA and the Recipient determine that property acquired or improved in whole or in part with Award funds is no longer needed for the original purposes of this Award, EDA may, in its discretion, approve use of the property in other Federal grant programs or in programs that have purposes consistent with those authorized by PWEDA and 13 CFR chapter III. See 13 CFR § 314.3(b) ("Authorized use of property"). b. When property is not authorized for other uses as provided in section H.7.a above, EDA will provide disposition instructions to the Recipient, which may include directing the Recipient to sell the property and remit the Federal Share of the sales proceeds to EDA. 8. Reporting on Property. a. Real Property status reports and requests for disposition. In accordance with 2 CFR § 200.330 "Reporting on real property", the Recipient must submit reports using Form SF-429 (Real Property Status Report), including appropriate attachments, at least annually on the status of real property in which EDA retains an interest, which generally includes real property acquired or improved under the award, unless such interest extends 15 years or longer. If EDA's interest is for a period of 15 years or longer, unless otherwise specified in a specific award condition, the Recipient must submit an annual report for the 26 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C first three years of the award and thereafter submit a real property status report every five years. If the Recipient wishes to dispose of real property acquired or improved under an EDA award, the Recipient must request disposition instructions, including the submission of Form SF-429, with appropriate attachments, from the Grants Officer in accordance with 2 CFR 200.311(c). b. Tangible Personal Property status reports and requests for dispositions. The Recipient must submit periodic reports as specified in the terms of the Award using Form SF-428 (Tangible Personal Property Report), including appropriate attachments thereto, concerning tangible personal property that is Federally owned or tangible personal property in which EDA retains an interest. In addition, if the Recipient wishes to dispose of tangible personal property acquired or improved under an EDA award, the Recipient must request disposition instructions, including the submission of Form SF-428, with appropriate attachments, from the Grants Officer in accordance with 2 CFR 200.313(e). See also section A.01.d of the DOC Standard Terms and Conditions, which are incorporated in Part III of these EDA Construction STCs. L Environmental Requirements 1. General. In addition to the environmental statutes, executive orders, and requirements set forth in section G.04 of the DOC Standard Terms and Conditions "Environmental Requirements," which are incorporated in Part III of these EDA Construction STCs, the Recipient must comply with the following: a. Environmental Quality Improvement Act of 1970, as amended(42 U.S.C. §§ 4371-4375). Federally supported public works facilities and activities that affect the environment must be implemented in compliance with policies established under existing law. b. The Lead-Based Paint Poisoning Prevention Act (42 U.S.C. § 4821 et seq.). Use of lead-based paint in residential structures improved with Federal assistance is prohibited. c. The Farmland Protection Policy Act (7 U.S.C. §§ 4201-4209). Projects are subject to review under this Act if they may irreversibly directly or indirectly convert farmland, including forest land,pastureland, cropland, or other land, to nonagricultural use. d. The Noise Control Act of 1972 (42 U.S.C. § 4901 et seq.). Federally supported facilities and activities must comply with Federal, State, interstate, and local requirements respecting control and abatement of environmental noise to the same extent that any person is subject to such requirements. e. The Native American Graves Protection and Repatriation Act(25 U.S.C. § 3001 et seq.). This Act provides a process for returning certain Native American cultural items to lineal descendants, culturally affiliated Indian tribes, and Native Hawaiian organizations. 2. Compliance with Other Applicable Environmental Requirements The Recipient agrees to promptly notify the Grants Officer in writing of any environmental requirement or restriction, regulatory or otherwise, with which it must comply. Before Project Closeout and final disbursement of Award funds, the Recipient further agrees to provide evidence 27 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C satisfactory to the Grants Officer that any required environmental remediation has been completed: (1) in compliance with all applicable Federal, State and local regulations; and(2) in accordance with any legally enforceable restrictions related to environmental restriction on the property such as environmental easements, deed restrictions,no further action determinations, or voluntary cleanup certifications. Compliance with said laws or restrictions must be included in any contract documents for Project construction. The Recipient must certify compliance before final disbursement of grant funds. J. American-Made Equipment and Products Recipients are hereby notified that they are encouraged, to the greatest extent practicable, to purchase American-made equipment and products with funding provided under this Award. See also section G.05.a(Buy-American Preferences) of the DOC Standard Terms and Conditions, which are incorporated in Part III of these EDA Construction STCs. 28 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C PART III: DEPARTMENT OF COMMERCE STANDARD TERMS & CONDITIONS The DOC Standard Terms and Conditions dated November 12, 2020, which can be found at 1=�--..//w w w c o.A.1..i. e t.-c. e..,gg Z��! Zp�Jjcy�ft2�2cjaj assistatic oficy, are incorporated by reference .................................................................... , ......................................................................................... P herein as Part III of these Construction STCs. In the event of a conflict between Parts I or 11 of these Construction STCs and Part 111, which incorporates the DOC Standard Terms and Conditions, Parts I and 11 will control. 29 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C FORM CD-512 U.S.DEPARTMENT OF COMMERCE (REV 12-04) CERTIFICATION REGARDING LOBBYING LOWER TIER COVERED TRANSACTIONS Applicants should review the instructions for certification included in the regulations before completing this form. Signature on this form provides for compliance with certification requirements under 15 CFR Part 28, "New Restrictions on Lobbying." LOBBYING Statement for Loan Guarantees and Loan Insurance As required by Section 1352, Title 31 of the U.S. Code, and The undersigned states, to the best of his or her knowledge implemented at 15 CFR Part 28, for persons entering into a grant, and belief, that: cooperative agreement or contract over$100,000 or a loan or loan guarantee over$150,000 as defined at 15 CFR Part 28, Sections In any funds have been paid or will be paid to any person for 28.105 and 28.110,the applicant certifies that to the best of his or her influencing or attempting to influence an officer or employee knowledge and belief,that: of any agency,a Member of Congress,an officer or employee of Congress, or an employee of a Member of Congress in (1) No Federal appropriated funds have been paid or will be paid, connection with this commitment providing for the United by or on behalf of the undersigned, to any person for influencing or States to insure or guarantee a loan, the undersigned shall attempting to influence an officer or employee of any agency, a complete and submit Standard Form-LLL, "Disclosure Form Member of Congress in connection with the awarding of any to Report Lobbying," in accordance with its instructions. Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, Submission of this statement is a prerequisite for making or and the extension, continuation, renewal, amendment, or entering into this transaction imposed by section 1352, title modification of any Federal contract, grant, loan, or cooperative 31, U.S.Code. Any person who fails to file the required state- agreement. ment shall be subject to a civil penalty of not less than$10,000 and not more than $100,000 for each such failure occurring (2) If any funds other than Federal appropriated funds have been on or before October 23, 1996, and of not less than $11,000 paid or will be paid to any person for influencing or attempting to and not more than $110,000 for each such failure occurring influence an officer or employee of any agency, a Member of after October 23, 1996. Congress,an officer or employee of Congress,or an employee of a member of Congress in connection with this Federal contract,grant, loan,or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants,loans,and cooperative agreements)and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352,title 31, U.S. Code.Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure occurring on or before October 23, 1996, and of not less than $11,000 and not more than $110,000 for each such failure occurring after October 23, 1996. As the duly authorized representative of the applicant, I hereby certify that the applicant will comply with the above applicable certification. NAME OF APPLICANT AWARD NUMBER AND/OR PROJECT NAME City of Corpus Christi 08-79-05330 Junior Beck Drive Improvements PRINTED NAME AND TITLE OF AUTHORIZED REPRESENTATIVE SIGNATURE DATE DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C NOTICE OF REQUIREMENTS FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246 AND 41 CFR PART 60-4) The following Notice shall be included in, and shall be a part of all solicitations for offers and bids on all Federal and federally assisted construction contracts or subcontracts in excess of $10,000. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows: Timetables Goals for minority Goals for female participation for each trade participation for each trade 41.7 % 6.9% These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted)performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals for both its federally involved and non federally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60- 4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of$10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the subcontract is to be performed. As used in this Notice, and in the contract resulting from this solicitation, the "covered area" is: State of Texas County of Nueces City of Corpus Christi DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 U. S. DEPARTMENT OF COMMERCE ECONOMIC DEVELOPMENT ADMINISTRATION a EDA CONTRACTING PROVISIONS FOR CONSTRUCTION PROJECTS These EDA Contracting Provisions for Construction Projects (EDA Contracting Provisions) are intended for use by recipients receiving federal assistance from the U. S. Department of Commerce - Economic Development Administration (EDA). They contain provisions specific to EDA and other federal provisions not normally found in non-federal contract documents. The requirements contained herein must be incorporated into all construction contracts and subcontracts funded wholly or in part with federal assistance from EDA. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 TABLE OF CONTENTS 1. Definitions 2. Applicability 3. Federally Required Contract Provisions 4. Required Provisions Deemed Inserted 5. Inspection by EDA Representatives 6. Examination and Retention of Contractor's Records 7. Construction Schedule and Periodic Estimates 8. Contractor's Title to Material 9. Inspection and Testing of Materials 10. "OR EQUAL" Clause 11. Patent Fees and Royalties 12. Claims for Extra Costs 13. Contractor's and Subcontractor's Insurance 14. Contract Security Bonds 15. Labor Standards-Davis-Bacon and Related Acts 16. Labor Standards-Contract Work Hours and Safety Standards Act 17. Equal Employment Opportunity 18. Contracting with Small,Minority and Women's Businesses 19. Health, Safety and Accident Prevention 20. Conflict of Interest and Other Prohibited Interests 21. New Restrictions on Lobbying 22. Historical and Archaeological Data Preservation 23. Clean Air and Water 24. Use of Lead-Based Paints on Residential Structures 25. Energy Efficiency 26. Environmental Requirements 27. Debarment,Suspension,Ineligibility and Voluntary Exclusions 28. EDA Project Sign 29. Buy America Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 1. DEFINITIONS Agreement The written instrument that is evidence of the agreement between the Owner and the Contractor overseeing the Work. Architect/Engineer- The person or other entity engaged by the Recipient to perform architectural, engineering, design, and other services related to the work as provided for in the contract. Contract—The entire and integrated written agreement between the Owner and the Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. Contract Documents Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Contractor— The individual or entity with whom the Owner has entered into the Agreement. Drawings or Plans That part of the Contract Documents prepared or approved by the Architect/Engineer that graphically shows the scope, extent, and character of the Work to be performed by the Contractor. EDA - The United States of America acting through the Economic Development Administration of the U.S. Department of Commerce or any other person designated to act on its behalf. EDA has agreed to provide financial assistance to the Owner, which includes assistance in financing the Work to be performed under this Contract. Notwithstanding EDA's role, nothing in this Contract shall be construed to create any contractual relationship between the Contractor and EDA. Owner— The individual or entity with whom the Contractor has entered into the Agreement and for whom the Work is to be performed. Project The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. Recipient A non-Federal entity receiving a Federal financial assistance award directly from EDA to carry out an activity under an EDA program, including any EDA-approved successor to the entity. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Subcontractor An individual or entity having direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 Work The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 2. APPLICABILITY The Project to which the construction work covered by this Contract pertains is being assisted by the United States of America through federal assistance provided by the U.S. Department of Commerce - Economic Development Administration (EDA). Neither EDA, nor any of its departments, entities, or employees is a party to this Contract. The following EDA Contracting Provisions are included in this Contract and all subcontracts or related instruments pursuant to the provisions applicable to such federal assistance from EDA. 3. FEDERALLY REQUIRED CONTRACT PROVISIONS (a) All contracts in excess of the simplified acquisition threshold - currently fixed at$150,000 (see 41 U.S.C. §§ 134 and 1908)must address administrative, contractual, or legal remedies in instances where contractors violate or breach contract terms, and provide for such sanctions and penalties as may be appropriate. (b) All contracts in excess of$10,000 must address termination for cause and for convenience by the Recipient including the manner by which it will be effected and the basis for settlement. (c) All construction contracts awarded in excess of$10,000 by recipients of federal assistance and their contractors or subcontractors shall contain a provision requiring compliance with Executive Order 11246 of September 24, 1965,Equal Employment Opportunity, as amended by Executive Order 11375 of October 13, 1967, and Department of Labor implementing regulations at 41 C.F.R. part 60. (d) All prime construction contracts in excess of$2,000 awarded by Recipients must include a provision for compliance with the Davis-Bacon Act(40 U.S.C. §§ 3141-3148) as supplemented by Department of Labor regulations at 29 C.F.R. part 5. The contracts must also include a provision for compliance with the Copeland "Anti-Kickback" Act (18 U.S.C. § 874 and 40 U.S.C. § 3145) as supplemented by Department of Labor regulations at 29 C.F.R. part 3. (e) All contracts awarded by the Recipient in excess of$100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. §§ 3702 and 3704 (the Contract Work Hours and Safety Standards Act) as supplemented by Department of Labor regulations at 29 C.F.R. part 5. (f) All contracts must include EDA requirements and regulations that involve a requirement on the contractor or sub-contractor to report information to EDA, the Recipient or any other federal agency. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 (g) All contracts must include EDA requirements and regulations pertaining to patent rights with respect to any discovery or invention which arises or is developed in the course of or under such contract. (h) All contracts must include EDA requirements and regulations pertaining to copyrights and rights in data. (i) All contracts and subgrants in excess of$150,000 must contain a provision that requires compliance with all applicable standards, orders, or requirements issued under the Clean Air Act (42 U.S.C. § 7401 et seq.) and the Federal Water Pollution Control Act(Clean Water Act) (33 U.S.C. § 1251 et seq.), and Executive Order 11738, Providing for Administration of the Clean Air Act and the Federal Water Pollution Control Act With Respect to Federal Contracts, Grants, or Loans. 0) Contracts must contain mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act(42 U.S.C.§ 6201). (k) Contracts must contain a provision ensuring that contracts are not to be made to parties on the government wide Excluded Parties List System in the System for Award Management(SAM), in accordance with the OMB guidelines at 2 C.F.R. part 180. (1) Contracts must contain a provision ensure compliance with the Byrd Anti-Lobbying Amendment(31 U.S.C. § 13 52)under which contractors that apply or bid for an award of $100,000 or more must file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. § 1352. Each tier must also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non-Federal award. (m) If the Recipient is a state agency or agency of a political subdivision of a state, any contract awarded must contain a provision ensuring compliance with section 6002 of the Solid Waste Disposal Act(42 U.S.C. § 6962), as amended by the Resource Conservation and Recovery Act related to the procurement of recovered materials. 4. REQUIRED PROVISIONS DEEMED INSERTED Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted herein and the contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the application of either party the contract shall forthwith be physically amended to make such insertion of correction. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 5. INSPECTION BY EDA REPRESENTATIVES The authorized representatives and agents of EDA shall be permitted to inspect all work, materials, payrolls, personnel records, invoices of materials, and other relevant data and records. 6. EXAMINATION AND RETENTION OF CONTRACTOR'S RECORDS (a) The Owner, EDA, or the Comptroller General of the United States, or any of their duly authorized representatives shall, generally until three years after final payment under this contract, have access to and the right to examine any of the Contractor's directly pertinent books, documents, papers, or other records involving transactions related to this contract for the purpose of making audit, examination, excerpts, and transcriptions. (b) The Contractor agrees to include in first-tier subcontracts under this contract a clause substantially the same as paragraph (a) above. "Subcontract," as used in this clause, excludes purchase orders that do not exceed $10,000. (c) The periods of access and examination in paragraphs (a) and (b) above for records relating to (1) appeals under the disputes clause of this contract, (2)litigation or settlement of claims arising from the performance of this contract, or(3) costs and expenses of this contract to which the Owner, EDA, or Comptroller General or any of their duly authorized representatives has taken exception shall continue until disposition of such appeals, litigation, claims, or exceptions. 7. CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES Immediately after execution and delivery of the contract, and before the first partial payment is made, the Contractor shall deliver to the Owner an estimated construction progress schedule in a form satisfactory to the Owner, showing the proposed dates of commencement and completion of each of the various subdivisions of work required under the Contract Documents and the anticipated amount of each monthly payment that will become due to the Contractor in accordance with the progress schedule. The Contractor also shall furnish the Owner(a) a detailed estimate giving a complete breakdown of the contract price and (b)periodic itemized estimates of work done for the purpose of making partial payments thereon. The costs employed in making up any of these schedules will be used only to determine the basis of partial payments and will not be considered as fixing a basis for additions to or deductions from the contract price. 8. CONTRACTOR'S TITLE TO MATERIAL No materials, supplies, or equipment for the work shall be purchased by the Contractor or by any subcontractor that is subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. The Contractor warrants and guarantees that he/she has good title to all work, materials, and equipment used by him/her in the Work, free and clear of all liens, claims, or encumbrances. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 9. INSPECTION AND TESTING OF MATERIALS All materials and equipment used in the completion of the Work shall be subject to adequate inspection and testing in accordance with accepted standards. The laboratory or inspection agency shall be selected by the Owner. Materials of construction, particularly those upon which the strength and durability of any structure may depend, shall be subject to inspection and testing to establish conformance with specifications and suitability for intended uses. 10. "OR EQUAL" CLAUSE Whenever a material, article, or piece of equipment is identified in the Contract Documents by reference to manufacturers' or vendors' names, trade names, catalogue numbers, etc., it is intended merely to establish a standard. Any material, article, or equipment of other manufacturers and vendors that will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article, or equipment so proposed is, in the opinion of the Architect/Engineer, of equal substance and function. However, such substitution material, article, or equipment shall not be purchased or installed by the Contractor without the Architect/Engineer's written approval. 11. PATENT FEES AND ROYALTIES (a) Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device that is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of Owner or Architect/Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by the Owner in the Contract Documents. (b) To the fullest extent permitted by Laws and Regulations, the Contractor shall indemnify and hold harmless the Owner and the Architect/Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 12. CLAIMS FOR EXTRA COSTS No claims for extra work or cost shall be allowed unless the same was done in pursuance of a written order from the Architect/Engineer approved by the Owner. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 13. CONTRACTORS AND SUBCONTRACTORS INSURANCE (a) The Contractor shall not commence work under this Contract until the Contractor has obtained all insurance reasonably required by the Owner, nor shall the Contractor allow any subcontractor to commence work on his/her subcontract until the insurance required of the subcontractor has been so obtained and approved. (b) Types of insurance normally required are: (1) Workers' Compensation (2) Contractor's Public Liability and Property Damage (3) Contractor's Vehicle Liability (4) Subcontractors' Public Liability, Property Damage and Vehicle Liability (5) Builder's Risk(Fire and Extended Coverage) (c) Scope of Insurance and Special Hazards: The insurance obtained, which is described above, shall provide adequate protection for the Contractor and his/her subcontractors, respectively, against damage claims that may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him/her and also against any of the special hazards that may be encountered in the performance of this Contract. (d) Proof of Carriage of Insurance: The Contractor shall furnish the Owner with certificates showing the type, amount, class of operations covered, effective dates, and dates of expiration of applicable insurance policies. 14. CONTRACT SECURITY BONDS (a) If the amount of this Contract exceeds $150,000, the Contractor shall furnish a performance bond in an amount at least equal to one hundred percent(100%) of the Contract price as security for the faithful performance of this Contract and also a payment bond in an amount equal to one hundred percent(100%) of the Contract price or in a penal sum not less than that prescribed by State, Territorial, or local law, as security for the payment of all persons performing labor on the Work under this Contract and furnishing materials in connection with this Contract. The performance bond and the payment bond may be in one or in separate instruments in accordance with local law. Before final acceptance, each bond must be approved by EDA. If the amount of this Contract does not exceed $150,000, the Owner shall specify the amount of the payment and performance bonds. (b) All bonds shall be in the form prescribed by the Contract Documents except as otherwise provided in applicable laws or regulations, and shall be executed by such sureties as are named in the current list of Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies as published in Treasury Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent must be accompanied by a certified copy of the agent's Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 authority to act. Surety companies executing the bonds must also be authorized to transact business in the state where the Work is located. 15. LABOR STANDARDS -DAVIS-BACON AND RELATED ACTS (as required by section 602 of PWEDA) (a) Minimum Wages (1) All laborers and mechanics employed or working upon the site of the Work in the construction or development of the Project will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account(except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act at 29 C.F.R. part 3, the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at the time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor, which is attached hereto and made a part hereof, regardless of any contractual relationship that may be alleged to exist between the Contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of 29 C.F.R. § 5.5(a)(1)(iv); also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly)under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 C.F.R. § 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein, provided that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates determined under 29 C.F.R. § 5.5(a)(1)(ii) and the Davis- Bacon poster(WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. (2) (i) Any class of laborers or mechanics to be employed under the Contract, but not listed in the wage determination, shall be classified in conformance with the wage determination. EDA shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (A) The work to be performed by the classification requested is not performed by a classification in the wage determination; (B) The classification is utilized in the area by the construction industry; and (C) The proposed wage rate, including any bona fide fringe benefits, bears a Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 reasonable relationship to the wage rates contained in the wage determination. (ii) If the Contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and EDA or its designee agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by EDA or its designee to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. (iii) In the event the Contractor, the laborers or mechanics to be employed in the classification or their representatives, and EDA or its designee do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), EDA or its designee shall refer the questions, including the views of all interested parties and the recommendation of EDA or its designee, to the Administrator for determination. (iv) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(2)(ii) or (iii) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (3)Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the Contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (4) If the Contractor does not make payments to a trustee or other third person, the Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (b) Withholding EDA or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this Contract or any other federal contract with the same prime Contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees and helpers, employed by the Contractor or any subcontractor the full amount of wages required by the Contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee or helper employed or working on the site of the Work in the construction or development of the Project, all or part of the wages required by the Contract, EDA or its designee may, after written notice to the Contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 have ceased. EDA or its designee may, after written notice to the Contractor, disburse such amounts withheld for and on account of the Contractor or subcontractor to the respective employees to whom they are due. The Comptroller General shall make such disbursements in the case of direct Davis-Bacon Act contracts. (c) Payrolls and basic records (1) Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the Work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the Work in the construction or development of the Project. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 C.F.R. § 5.5(a)(1)(iv)that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the Contractor shall maintain records which show that the commitment to provide such benefits is enforceable, the plan or program is financially responsible, and the plan or program has been communicated in writing to the laborers or mechanics affected, and provide records that show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (2) (i)For each week in which Contract work is performed, the Contractor shall submit a copy of all payrolls to the Owner for transmission to EDA or its designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 C.F.R. part 5.5(a)(3)(i). This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose. It may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U.S. Government Printing Office, Washington, D.C. 20402; or downloaded from the U.S. Department of Labor's website at htti)s://www.dol.aov/whd/forms/wh347.pd The prime Contractor is responsible for the submission of copies of payrolls by all subcontractors (ii) Each payroll submitted shall be accompanied by a"Statement of Compliance," signed by the Contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the Contract and shall certify the following: (A) That the payroll for the payroll period contains the information required to be maintained under 29 C.F.R. § 5.5(a)(3)(i) and that such information is correct and complete; Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 (B) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the Contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 C.F.R. part 3; and (C) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the Contract. (iii)The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 15(c)(2)(ii) of this section. (iv)The falsification of any of the above certifications may subject the Contractor or subcontractor to civil or criminal prosecution under section 1001 of Title 18 and section 3729 of Title 31 of the U.S. Code. (3) The Contractor or subcontractor shall make the records required under paragraph 15(c)(1) of this section available for inspection, copying, or transcription by authorized representatives of EDA or its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the Contractor or subcontractor fails to submit the required records or to make them available, EDA or its designee may, after written notice to the Contractor or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 C.F.R. § 5.12. (d) Apprentices and Trainees. (1) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training (Bureau), or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to j ourneymen on the job site in any craft classification shall not be greater than the ratio permitted to the Contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a Contractor is performing construction on a Project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the Contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (2) Trainees. Except as provided in 29 C.F.R. § 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program that has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman's hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding j ourneyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the Contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (3) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 requirements of Executive Order 11246,Equal Employment Opportunity, as amended, and 29 C.F.R. part 30. (e) Compliance with Copeland Anti-Kickback Act Requirements. The Contractor shall comply with the Copeland Anti-Kickback Act(18 U.S.C. § 874 and 40 U.S.C. § 3145) as supplemented by Department of Labor regulations (29 C.F.R. part 3, "Contractors and Subcontractors on Public Buildings or Public Works Financed in Whole or in Part by Loans or Grants of the United States"). The Act provides that the Contractor and any subcontractors shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which they are otherwise entitled. The Owner shall report all suspected or reported violations to EDA. (f) Subcontracts. The Contractor and any subcontractors will insert in any subcontracts the clauses contained in 29 C.F.R. §§ 5.5(a)(1)through(10) and such other clauses as EDA or its designee may require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime Contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 C.F.R. § 5.5. (g) Contract termination; debarment. The breach of the contract clauses in 29 C.F.R. § 5.5 may be grounds for termination of the contract, and for debarment as a Contractor and a subcontractor as provided in 29 C.F.R. § 5.12. (h) Compliance with Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 C.F.R. parts 1, 3, and 5 are herein incorporated by reference in this contract. (i) Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this Contract shall not be subject to the general disputes clause of this Contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 C.F.R. parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor(or any of its subcontractors) and EDA or its designee, the U.S. Department of Labor, or the employees or their representatives. (j) Certification of Eligibility. (1)By entering into this Contract, the Contractor certifies that neither it nor any person or firm that has an interest in the Contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 C.F.R. § 5.12(a)(1). (2)No part of this Contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 C.F.R. § 5.12(a)(1). (3) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. § 1001. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 16. LABOR STANDARDS - CONTRACT WORK HOURS AND SAFETY STANDARDSACT As used in this paragraph, the terms "laborers" and"mechanics" include watchmen and guards. (a) Overtime requirements. No Contractor or subcontractor contracting for any part of the Contract work, which may require or involve the employment of laborers or mechanics, shall require or permit any such laborer or mechanic in any workweek in which that person is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. (b) Violation; liability for unpaid wages, liquidated damages. In the event of any violation of the clause set forth in paragraph (a) of this section, the Contractor and any subcontractor responsible therefore shall be liable for the unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph(a) of this section, in the sum of$10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph(a) of this section. (c) Withholding for unpaid wages and liquidated damages. EDA or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any monies payable on account of work performed by the Contractor or subcontractor under any such Contract or any other federal contract with the same prime Contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime Contractor such sums as may be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b) of this section. (d) Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs (a)through(c) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (a)through(c) of this section. 17. EQUAL EMPLOYMENT OPPORTUNITY (a) The Recipient hereby agrees that it will incorporate or cause to be incorporated into any contract for construction work, or modification thereof, as defined in the regulations of the Secretary of Labor at 41 C.F.R. chapter 60, which is paid for in whole or in part with funds obtained from EDA, the following equal opportunity clause: During the performance of this contract, the Contractor agrees as follows: Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 (1) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training including apprenticeship. The Contractor agrees to post in conspicuous places available to employees and applicants for employment notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (3) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information. (4) The Contractor will send to each labor union or representative of workers with which it has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers representatives of the Contractor's commitments hereunder, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (5) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965 and of the rules, regulations, and relevant orders of the Secretary of Labor. (6) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to its books, records, and accounts by EDA and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (7)In the event of the Contractor's noncompliance with the nondiscrimination clauses of Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 this Contract or with any of the said rules, regulations, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally-assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation or order of the Secretary of Labor, or as otherwise provided by law. (8) The Contractor will include the portion of the sentence immediately preceding paragraph 17(a)(1) and the provisions of paragraphs 17(a)(1)through(8)in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as EDA or the Secretary of Labor may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event the Contractor becomes involved in or is threatened with litigation with a subcontractor or vendor as a result of such direction by EDA or the Secretary of Labor, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. (9) The Recipient further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally- assisted construction work. Provided, however, that if the Recipient so participating is a State or local government, the above equal opportunity clause is not applicable to any agency, instrumentality, or subdivision of such government that does not participate in work on or under the Contract. (IO)The Recipient agrees that it will assist and cooperate actively with EDA and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish EDA and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist EDA in the discharge of the EDA's primary responsibility for securing compliance. (11) The Recipient further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a Contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive Order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by EDA or the Secretary of Labor pursuant to Part II, Subpart D of the Executive Order. In addition, the Recipient agrees that if it fails or refuses to comply with these undertakings, EDA may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this EDA financial assistance; refrain from extending any further assistance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and refer the case Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 to the Department of Justice for appropriate legal proceedings. (b) Exemptions to Above Equal Opportunity Clause (41 C.F.R. chapter 60): (1) Contracts and subcontracts not exceeding $10,000 (other than Government bills of lading, and other than contracts and subcontracts with depositories of Federal funds in any amount and with financial institutions which are issuing and paying agents for U.S. savings bonds and savings notes) are exempt. The amount of the Contract, rather than the amount of the federal financial assistance, shall govern in determining the applicability of this exemption. (2) Except in the case of subcontractors for the performance of construction work at the site of construction, the clause shall not be required to be inserted in subcontracts below the second tier. (3) Contracts and subcontracts not exceeding $10,000 for standard commercial supplies or raw materials are exempt. 18. CONTRACTING WITH SMALL. MINORITY AND WOMEN'S BUSINESSES (a) If the Contractor intends to let any subcontracts for a portion of the work, the Contractor shall take affirmative steps to assure that small, minority and women's businesses are used when possible as sources of supplies, equipment, construction, and services. (b) Affirmative steps shall consist of: (1) Placing qualified small and minority businesses and women's business enterprises on solicitation lists; (2) Ensuring that small and minority businesses and women's business enterprises are solicited whenever they are potential sources; (3) Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses and women's business enterprises; (4) Establishing delivery schedules, where the requirements of the contract permit, which encourage participation by small and minority businesses and women's business enterprises; (5) Using the services and assistance of the U.S. Small Business Administration, the Minority Business Development Agency of the U.S. Department of Commerce, and State and local governmental small business agencies; (6) Requiring each party to a subcontract to take the affirmative steps of this section; and Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 (7) The Contractor is encouraged to procure goods and services from labor surplus area firms. 19. HEALTH. SAFETY.AND ACCIDENT PREVENTION (a) In performing this contract, the Contractor shall: (1) Ensure that no laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to their health and/or safety as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation; (2) Protect the lives, health, and safety of other persons; (3) Prevent damage to property, materials, supplies, and equipment; and (4) Avoid work interruptions. (b) For these purposes, the Contractor shall: (1) Comply with regulations and standards issued by the Secretary of Labor at 29 C.F.R. part 1926. Failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act(40 U.S.C. §§ 3701 —3708); and (2) Include the terms of this clause in every subcontract so that such terms will be binding on each subcontractor. (c) The Contractor shall maintain an accurate record of exposure data on all accidents incident to work performed under this Contract resulting in death, traumatic injury, occupational disease, or damage to property, materials, supplies, or equipment, and shall report this data in the manner prescribed by 29 C.F.R. part 1904. (d) The Owner shall notify the Contractor of any noncompliance with these requirements and of the corrective action required. This notice, when delivered to the Contractor or the Contractor's representative at the site of the Work, shall be deemed sufficient notice of the noncompliance and corrective action required. After receiving the notice, the Contractor shall immediately take corrective action. If the Contractor fails or refuses to take corrective action promptly, the Owner may issue an order stopping all or part of the Work until satisfactory corrective action has been taken. The Contractor shall not base any claim or request for equitable adjustment for additional time or money on any stop order issued under these circumstances. (e) The Contractor shall be responsible for its subcontractors' compliance with the provisions of this clause. The Contractor shall take such action with respect to any subcontract as EDA, or the Secretary of Labor shall direct as a means of enforcing such provisions. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 20. CONFLICT OF INTEREST AND OTHER PROHIBITED INTERESTS (a) No official of the Owner who is authorized in such capacity and on behalf of the Owner to negotiate, make, accept, or approve, or to take part in negotiating, making, accepting, or approving any architectural, engineering, inspection, construction or material supply contract or any subcontract in connection with the construction of the Project, shall become directly or indirectly interested personally in this Contract or in any part hereof. (b) No officer, employee, architect, attorney, engineer, or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to exercise any legislative, executive, supervisory or other similar functions in connection with the construction of the Project, shall become directly or indirectly interested personally in this Contract or in any part thereof, any material supply contract, subcontract, insurance contract, or any other contract pertaining to the Proj ect. (c) The Contractor may not knowingly contract with a supplier or manufacturer if the individual or entity who prepared the Contract Documents has a corporate or financial affiliation with the supplier or manufacturer. (d) The Owner's officers, employees, or agents shall not engage in the award or administration of this Contract if a conflict of interest, real or apparent, may be involved. Such a conflict may arise when: (i)the employee, officer or agent; (ii) any member of their immediate family; (iii) their partner or (iv) an organization that employs, or is about to employ, any of the above, has a financial interest in the Contractor. The Owner's officers, employees, or agents shall neither solicit nor accept gratuities, favors, or anything of monetary value from the Contractor or subcontractors. (e) If the Owner finds after a notice and hearing that the Contractor, or any of the Contractor's agents or representatives, offered or gave gratuities (in the form of entertainment, gifts, or otherwise)to any official, employee, or agent of the Owner or EDA in an attempt to secure this Contract or favorable treatment in awarding, amending, or making any determinations related to the performance of this Contract, the Owner may, by written notice to the Contractor, terminate this Contract. The Owner may also pursue other rights and remedies that the law or this Contract provides. However, the existence of the facts on which the Owner bases such findings shall be an issue and may be reviewed in proceedings under the dispute resolution provisions of this Contract. (f) In the event this Contract is terminated as provided in paragraph (e) of this section, the Owner may pursue the same remedies against the Contractor as it could pursue in the event of a breach of this Contract by the Contractor. As a penalty, in addition to any other damages to which it may be entitled by law, the Owner may pursue exemplary damages in an amount(as determined by the Owner) which shall not be less than three nor more than ten times the costs the Contractor incurs in providing any such gratuities to any such officer or employee. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 21. RESTRICTIONS ON LOBBYING (a) This Contract, or subcontract is subject to 31 U.S.C. § 1352, regarding lobbying restrictions. The section is explained in the common rule, 15 C.F.R. part 28 (55 FR 6736-6748,February 26, 1990). Each bidder under this Contract or subcontract is generally prohibited from using federal funds for lobbying the Executive or Legislative Branches of the Federal Government in connection with this EDA Award. (b) Contract Clause Threshold: This Contract Clause regarding lobbying must be included in each bid for a contract or subcontract exceeding $100,000 of federal funds at any tier under the EDA Award. (c) Certification and Disclosure: Each bidder of a contract or subcontract exceeding $100,000 of federal funds at any tier under the federal Award must file Form CD-512, Certification Regarding Lobbying Lower Tier Covered Transactions, and, if applicable, Standard Form- LLL,Disclosure ofLobbying Activities, regarding the use of any nonfederal funds for lobbying. Certifications shall be retained by the Contractor or subcontractor at the next higher tier. All disclosure forms, however, shall be forwarded from tier to tier until received by the Recipient of the EDA Award, who shall forward all disclosure forms to EDA. (d) Continuing Disclosure Requirement: Each Contractor or subcontractor that is subject to the Certification and Disclosure provision of this Contract Clause is required to file a disclosure form at the end of each calendar quarter in which there occurs any event that requires disclosure or that materially affects the accuracy of the information contained in any disclosure form previously filed by such person. Disclosure forms shall be forwarded from tier to tier until received by the Recipient of the EDA Award, who shall forward all disclosure forms to EDA. (e) Indian Tribes, Tribal Organizations, or Other Indian Organizations: Indian tribes, tribal organizations, or any other Indian organizations, including Alaskan Native organizations, are excluded from the above lobbying restrictions and reporting requirements, but only with respect to expenditures that are by such tribes or organizations for lobbying activities permitted by other federal law. An Indian tribe or organization that is seeking an exclusion from Certification and Disclosure requirements must provide EDA with the citation of the provision or provisions of federal law upon which it relies to conduct lobbying activities that would otherwise be subject to the prohibitions in and to the Certification and Disclosure requirements of 31 U.S.C. § 1352, preferably through an attorney's opinion. Note, also, that a non-Indian subrecipient, contractor, or subcontractor under an award to an Indian tribe, for example, is subject to the restrictions and reporting requirements. 22. HISTORICAL AND ARCHAEOLOGICAL DATA PRESERVATION The Contractor agrees to facilitate the preservation and enhancement of structures and objects of historical, architectural or archaeological significance and when such items are found and/or unearthed during the course of project construction. Any excavation by the Contractor that uncovers an historical or archaeological artifact shall be immediately reported to the Owner and a representative of EDA. Construction shall be temporarily halted pending the notification process and further directions issued by EDA after consultation with the State Historic Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 Preservation Officer(SHPO)for recovery of the items. See the National Historic Preservation Act of 1966 (54 U.S.C. § 3 00 101 et seq., formerly at 16 U.S.C. § 470 et seq.) and Executive Order No. 11593 of May 31, 1971. 23. CLEAN AIR AND WATER Applicable to Contracts in Excess of$150,000 (a) Definition. "Facility" means any building, plant, installation, structure, mine, vessel, or other floating craft, location, or site of operations, owned, leased, or supervised by the Contractor or any subcontractor, used in the performance of the Contract or any subcontract. When a location or site of operations includes more than one building, plant, installation, or structure, the entire location or site shall be deemed a facility except when the Administrator, or a designee, of the United States Environmental Protection Agency (EPA) determines that independent facilities are collocated in one geographical area. (b) In compliance with regulations issued by the EPA, 2 C.F.R. part 1532, pursuant to the Clean Air Act, as amended (42 U.S.C. § 7401 et seq.); the Federal Water Pollution Control Act, as amended (33 U.S.C. § 1251 et seq.); and Executive Order 11738, the Contractor agrees to: (1) Not utilize any facility in the performance of this contract or any subcontract which is listed on the Excluded Parties List System, part of the System for Award Management (SAM), pursuant to 2 C.F.R. part 1532 for the duration of time that the facility remains on the list; (2)Promptly notify the Owner if a facility the Contractor intends to use in the performance of this contract is on the Excluded Parties List System or the Contractor knows that it has been recommended to be placed on the List; (3) Comply with all requirements of the Clean Air Act and the Federal Water Pollution Control Act, including the requirements of section 114 of the Clean Air Act and section 308 of the Federal Water Pollution Control Act, and all applicable clean air and clean water standards; and (4)Include or cause to be included the provisions of this clause in every subcontract and take such action as EDA may direct as a means of enforcing such provisions. 24. USE OF LEAD-BASED PAINTS ON RESIDENTIAL STRUCTURES (a) If the work under this Contract involves construction or rehabilitation of residential structures over $5,000, the Contractor shall comply with the Lead-based Paint Poisoning Prevention Act (42 U.S.C. § 4831). The Contractor shall assure that paint or other surface coatings used in a residential property does not contain lead equal to or in excess of 1.0 milligram per square centimeter or 0.5 percent by weight or 5,000 parts per million (ppm) by weight. For purposes of this section, "residential property" means a dwelling unit, common areas, building exterior surfaces, and any surrounding land, including outbuildings, fences and play equipment affixed to the land, belonging to an owner and available for use by residents, but not Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 including land used for agricultural, commercial, industrial or other non-residential purposes, and not including paint on the pavement of parking lots, garages, or roadways. (b) As a condition to receiving assistance under PWEDA, recipients shall assure that the restriction against the use of lead-based paint is included in all contracts and subcontracts involving the use of federal funds. 25. ENERGY EFFICIENCY The Contractor shall comply with all standards and policies relating to energy efficiency which are contained in the energy conservation plan issued in compliance with the Energy Policy and Conservation Act (42 U.S.C. § 6201) for the State in which the Work under the Contract is performed. 26. ENVIRONMENTAL REQUIREMENTS When constructing a Project involving trenching and/or other related earth excavations, the Contractor shall comply with the following environmental constraints: (1) Wetlands. When disposing of excess, spoil, or other construction materials on public or private property, the Contractor shall not fill in or otherwise convert wetlands. (2) Floodplains. When disposing of excess, spoil, or other construction materials on public or private property, the Contractor shall not fill in or otherwise convert 100 year floodplain areas delineated on the latest Federal Emergency Management Agency (FEMA)Floodplain Maps, or other appropriate maps, i.e., alluvial soils on Natural Resource Conservation Service (NRCS) Soil Survey Maps. (3) Endangered Species. The Contractor shall comply with the Endangered Species Act, which provides for the protection of endangered and/or threatened species and critical habitat. Should any evidence of the presence of endangered and/or threatened species or their critical habitat be brought to the attention of the Contractor, the Contractor will immediately report this evidence to the Owner and a representative of EDA. Construction shall be temporarily halted pending the notification process and further directions issued by EDA after consultation with the U.S. Fish and Wildlife Service. 27. DEBARMENT. SUSPENSION. INELIGIBILITY.AND VOLUNTARY EXCLUSIONS As required by Executive Orders 12549 and 12689, Debarment and Suspension, 2 C.F.R. Part 180 and implemented by the Department of Commerce at 2 C.F.R. part 1326, for prospective participants in lower tier covered transactions (except subcontracts for goods or services under the $25,000 small purchase threshold unless the subrecipient will have a critical influence on or substantive control over the award), the Contractor agrees that: (1) By entering into this Contract, the Contractor and subcontractors certify, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 ineligible, or voluntarily excluded from participation in this Contract by any federal department or agency. (2) Where the Contractor or subcontractors are unable to certify to any of the statements in this certification, the Contractor or subcontractors shall attach an explanation to this bid. See also 2 C.F.R. part 180 and 2 C.F.R. § 200.342. 28. EDA PROJECT SIGN The Contractor shall supply, erect, and maintain in good condition a Project sign according to the specifications provided by EDA. To the extent practical, the sign should be a free standing sign. Project signs shall not be located on public highway rights-of-way. Location and height of signs will be coordinated with the local agency responsible for highway or street safety in the Project area, if any possibility exists for obstructing vehicular traffic line of sight. Whenever the EDA site sign specifications conflict with State law or local ordinances, the EDA Regional Director will permit such conflicting specifications to be modified so as to comply with State law or local ordinance. 29. BUY AMERICA To the greatest extent practicable, contractors are encouraged to purchase American- made equipment and products with funding provided under EDA financial assistance awards. Economic Development Administration Contracting Provisions for Construction Projects DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 EDA PROJECT SIGN The Contractor shall supply, erect, and maintain in good condition a project sign according to the specifications set forth below: EDA SITE SIGN SPECIFICATIONS Size: 4' x 8' x 3/4' Materials: Exterior grade/MDO plywood(APA rating A-B) Supports: 4" x 4" x 12'posts with 2" x 4" cross branching Erection: Posts shall be set a minimum of three feet deep in concrete footings that are at least 12" in diameter. Paint: Outdoor enamel Colors: Jet Black, Blue (PMS300), and Gold(PMS7406). Specifically, on white background the following will be placed: The U. S. Department of Commerce seal in blue,black, and gold; "EDA"in blue; "U. S. DEPARTMENT OF COMMERCE ECONOMIC DEVELOPMENT ADMINISTRATION"in black; "In partnership with"in blue; (Actual name of the) "EDA Grant Recipient"in black; Lettering: Specific fonts are named below;positioning will be as shown on the attached illustration. "U. S. DEPARTMENT OF COMMERCE ECONOMIC DEVELOPMENT ADMINISTRATION"use Bank Gothic Medium- BANIK G DTH I C M ED "In partnership with"use UniversTM 55 Oblique - Univers 55 (Name of) "EDA Grant Recipient"use UniversTM Extra Black 85j / 1''. 5 Project signs will not be erected on public highway rights-of-way. If any possibility exists for obstruction to traffic line of sight, the location and height of the sign will be coordinated with the agency responsible for highway or street safety in the area. The EDA Regional Director may permit modifications to these specifications if they conflict with state law or local ordinances. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 8' 2" 2" 1/4" MASONITE 2" 4" 2 X 4 1'-216" 1'-216" 4 X 4 POST z N N LL LA Z_ Z - 4" 1' SIGN A MASONITE SIGN SCALE: 3/8" = 1 ' PROJECT - SIGN A ECONOMIC DEVELOPMENT ADMINISTRATION DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C OMB Number: 0610-0096 Expiration Date: 11/30/2021 s' 2" 2" 3/4-PLYWOOD 4" 1'-216" a 1'-216" V-2163" 1'-2T%" i 2 X 4 1.-2T%" 4 X 4 POST z z N N IF 1L im Z_ Z 4" 1' SIGN B PLYWOOD SIGN SCALE: 3/8" = 1 ' PROJECT - SIGN B ECONOMIC DEVELOPMENT ADMINISTRATION DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C e i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I�I�IIhill, U.S. DEPARTMENT OF COMMERCE ECONOMIC DEVELOPMENT ADMINISTRATION '° <EDA Grant Recipient Name> DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C (0 O 0 'I O ';t M r- CL CL Z V N ',, ❑ 2 H mo � a 0 H U] Z_ D 0E a W z a 0W W Q C U 2 W LLI CL v of II I ' Z LU O N ui N - 0 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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. This project includes full reconstruction of approximately 3,300 If of 40' B-B roadway, 1,800 If of new 30' rural section, and related improvements such as curb and gutter, curb ramps, sidewalks, storm water, water, and wastewater. The project also includes related coordination with private utility owners and with the city on existing utilities, traffic control, and project sequencing. 2. "This project will be partially funded with Federal funds from the United States Department of Commerce, Economic Development Administration and therefore is subject to the Federal laws and regulations associated with that program." 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. None. 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. 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. Gas line replacement. Summary of Work Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) 011100-1 Street and Infrastructure Improvements-Project No: 18023A Rev 10/2018 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) 011100-2 Street and Infrastructure Improvements-Project No: 18023A Rev 10/2018 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 01 23 10 ALTERNATES AND ALLOWANCES 1.00 GENERAL 1.01 REQUIREMENTS A. Alternates: 1. This Section describes each alternate by number and describes the basic changes to be incorporated into the Work when this alternate is made a part of the Work in the Agreement. 2. Drawings and Specifications will outline the extent of Work to be included in the alternate Contract Price. 3. Coordinate related Work and modify surrounding Work as required to properly integrate the Work under each alternate,and provide a complete and functional Project as required by the Contract Documents. 4. Bids for alternates may be accepted or rejected at the option of the Owner. 5. Owner may incorporate these alternates in the Contract when executed, or may issue a Change Order to incorporate these alternates within 120 days at the prices offered in the Bid, unless noted otherwise. A Request for a Change Proposal may be issued after 120 days or other designated time period to negotiate a new price for incorporating the Work into the Project. B. The 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— NOT APPLICABLE 1.04 DESCRIPTION OF ALLOWANCES A. Allowance A—Bid Item A-A-2, and B-A-2 Bonds and Insurance 1. A maximum of 2%of the total project bid. This item is a reimbursement of the actual cost of bonds and insurance required for the Project. See also, 0129 01, 1.03B. Alternates and Allowances 012310-1 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 5/2020 Street and Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C B. Allowance B - Bid Item A-B-22, and B-B-19 — Allowance for Unanticipated Street Improvements: 1. The sum of 25,000 to be used for the purchase of the following work: a. Any street improvements not covered by a bid item. b. Any quantity over run of other bid items. C. Prices must; be negotiated for each new bid item. C. Allowance C—Bid Items A-C-7,and B-C-7—Allowance for Unanticipated ADA Improvements: 1. The sum of 2,500 to be used for the purchase of the following work: a. Shall be; negotiated per item. D. Allowance D — Bid Item A-D-12, and B-D-12 — Allowance for Unanticipated Stormwater Improvements: 1. The sum of 20,000 to be used for the purchase of the following work: a. Any Storm Water Improvements not covered by a bid item. b. Any quantity over run of other bids items. c. Project must; be negotiated for each new bid item. d. Tie in to existing service. e. Removal of all existing materials abandoned by this activity. f. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. E. Allowance E — Bid Item A-E-16, and B-E-16 — Allowance for Unanticipated Water Improvements: 1. The sum of 25,000 to be used for the purchase of the following work: a. Any water improvements not covered by a bid item. b. Any quantity over run of other bid items. c. Price must; be negotiated for each new bid item. F. Allowance F — Bid Item A-F-10, and B-F-10 — Allowance for Unanticipated Wastewater Improvements: 1. The sum of 25,000 to be used for the purchase of the following work: a. Any Wastewater Improvements not covered by a bid item. b. Prices must; be negotiated for each item. G. Allowance G—Bid Item A-G-4, and B-G-4 —Allowance for Unanticipated Gas Improvements: 1. The sum of 2,500 to be used for the purchase of the following work: a. Any Gas Improvements not covered by a bid item. b. Price must; be negotiated for each item. Alternates and Allowances 012310-2 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 5/2020 Street and Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C H. Allowance for Unanticipated Work: 1. The bid items described as "Allowance for Unanticipated Improvements" has been set as noted and shall be included in the Total Base Bid for each Bidder.This allocation may be used at the OAR's discretion should an unanticipated adjustment of a utility, unknown structure or similar situation warrant the use of the allocation funds. Should the use of funds from the "Allowance for Unanticipated Work" become necessary, the OAR will provide written authorization at a cost negotiated between the City and the Contractor. Payment shall be; negotiated for each circumstance. There is no guarantee that any of these funds will need to be used throughout the course of the work. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Alternates and Allowances 012310-3 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 5/2020 Street and Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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-A-1, A-B-1, A-C-1, A-D-1, A-E-1, A-F-1, A-G-1, and B-A-1, B-B-1, B-C-1, B-D-1, B-E- 1, B-F-1, B-G-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 IIII IIIA. Ilt 01 29 01- 1 Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) j III t: Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023A cf DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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-A-2 and B-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 A-A-3, and B-B-3—Ozone Day: 1. Payment by Day 2. This item shall include monetary loss caused by inability to work on officially announced Ozone Action Days. D. Bid Item A-A-4, and B-A-4—Clear ROW: 1. Payment by Acre, see Specification 21020 E. Bid Item A-A-S, and B-A-5—Traffic Control Mobilization/Adjustments: 1. Payment by Each 2. This item shall include, but is not limited to the following work: a. Preparation and original placement of a traffic control plan. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. F. Bid Item A-A-6, and B-A-6—Traffic Control Item (Signs, Barricades, etc.): 1. Payment by Month 2. This item shall include, but is not limited to the following work: a. Placement and maintenance of Bid Item. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. G. Bid Item A-A-7, and B-A-7—Portable Changeable Message Signs for Traffic Control: 1. Payment by Each 2. This item shall include but is not limited to the following work: Measurement and Basis for Payment ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 01 29 01-2 , I Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) N 10 N c) 2 Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023A A I. IC (” ,;;;;;;;;N IC N t;, ,,, f2 c)f DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C a. Providing, maintaining, and programming Portable Changeable Message Signs for Traffic Control 3. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. H. Bid Item A-A-8, and B-A-8—Truck Mounted Attenuator for Traffic Control: 1. Payment by Each 2. This item shall include but is not limited to the following work: a. Providing and maintaining a truck mounted attenuator for traffic control 3. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. I. Bid Item A-A-9, and B-A-9—Block Sodding: 1. Payment by Square Yard, see Specification 028040 J. Bid Item A-A-10, and B-A-10—Seeding: 1. Payment by Square Yard: see Specification 028020 K. Bid Item A-A-11, and B-A-11—Silt Fence: 1. Payment by Linear Foot: see Specification 022420 L. Bid Item A-A-12, and B-A-12—Curb Inlet Protection: 1. Payment by Each 2. This item shall include but is not limited to the following work: a. Reinforced Concrete installed by open cut excavation; including removing all material encountered and disposing of all unsuitable and/or excess material. Grading and cleaning up of pipe trench and affected area. b. Excavation required to perform work. C. Furnishing and installing concrete, reinforcement, and jointing materials. d. Furnishing and installing bedding and backfill. e. Furnishing and installing protective measures for utilities with minimal clearance. f. OSHA trench protection as required. g. Dewatering as required. h. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. M. Bid Item A-A-13, and B-A-13—Storm Water Pollution Prevention: 1. Payment by Each 2. 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. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Measurement and Basis for Payment N N'IIIIII,N N IM N c) 2 01 29 01-3 Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) A IC"""""'.0""' jN N """IIC""' Nt;) 2 Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023A f°" cvf "j"j DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 3. 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. N. Bid Item A-A-14, B-A-14—EDA Project Sign: 1. Payment by Lump Sum 2. This Item shall include, but is limited to the following work: a. EDA project sign, complete and in place,with maintenance for the duration of the project. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. O. Bid Item A-B-2, and B-B-2—Street Salvage and Excavation: 1. Payment by Square Yard 2. This Item shall include, but is limited to the following work: a. Excavation of roots, stumps, grasses, and other items far enough below ground to not affect construction of proposed improvements b. Backfill of excavations. C. Removal of cleared material d. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. P. Bid Item A-B-3, B-B-3—Demolition of Driveway: 1. Payment by Square Foot 2. This item shall include, but is not limited to the following work: a. Removal and disposal of all materials for existing driveways. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. Q. Bid Item A-13-4, B-B-4—Demolition of TxDOT Driveway and Culvert and Regrade Ditch: 1. Payment by Lump Sum 2. This item shall include, but is not limited to the following work: 3. Removal and disposal of all materials for existing driveway and culvert. 4. Regrading TxDOT ditch in the area of the removal. 5. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. R. Bid Item A-B-5—3.5"TY'D' and A-B-6—4"TY'B' HMAC: 1. Payment by Square Yard, see Specification 025424. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Measurement and Basis for Payment IIIIII,N I M N c) 2 01 29 01-4 Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) A I. IC j D'IIIIII,N IC N t: , 2 Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023A I° II'j;;;;;;; cvf °j°j DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C a. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. Se Pfd III°ten B..B 5-8" Coos°flnuouslly III16sforced Concrete Ii)aven'ient: I. l)ayn'ent by Square III�oot, .see specfffca"flon 25620, T. Bid Item A-B-7—Under Seal: 1. Payment by Square Yard 2. This item shall include, but is not limited to the following work: a. Providing and underseal per the plans and specifications. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. U. Bid Item A-B-8—Limestone Base (16"), and B-B-6- Limestone Base (7"): 1. Payment by Square Yard, see Specification 025223. a. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. V. Bid Item A-B-9—8" Lime Stabilized Subgrade: 1. Payment by Square Foot, see Specification 025210. a. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. W. Bid Item A-B-9—Compacted Subgrade (12"), B-B—7 Compacted Subgrade (12"): 1. Payment by Square Yard, see Specification 022040. a. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. X. Bid Item A-B-11, and B-B-8 —Driveways: 1. Payment by Square Foot, see Specification 025612. a. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. Y. Bid Item A-B-12, and B-B-9—Roadside Traffic Sign and Sign Support Assembly(Triangular Slipbase): 1. Payment by Lump Sum 2. This Item shall include, but is limited to the following work: a. Materials, Labor, and Equipment. b. Surface Preparation. C. Paint and Thermoplastic Markings. d. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. Z. Bid Item A-B-13, and B-B-10—Remove Existing Sign and Support: Measurement and Basis for Payment N I' IIIb N t 01 29 01-5 Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) C C ( Y C Yt Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023A 'IIIIII ', t .f I I DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 1. Payment by Lump Sum 2. This item shall include, but is not limited to the following work: a. Furnish and install sign, pole/post, and assemblies. 3. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. AA. Bid Item A-B-14, and B-B-11—REFL PAV MKR TY 1 (Y)(4")(SLD)(090MIL): 1. Payment by Linear Foot 2. This item shall include, but is not limited to the following work: a. see Specification 025807. 3. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. BB. Bid Item A-B-15, and B-B-12 —REFL PAV MKR TY 1 (Y)(4")(BRK)(090MIL): 1. Payment by Linear Foot 2. This item shall include, but is not limited to the following work: a. See Specification 025807. 3. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. CC. Bid Item A-B-16, and B-B-13—REFL PAV MKR TY 1 (SHADOW)(4")(090MIL): 1. Payment by Linear Foot 2. This item shall include, but is not limited to the following work: a. see Specification 025807. 3. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. DD. Bid Item A-B-17, and B-B-14—REFL PAV MKR TY 1 (W)(4")(SLD)(090MIL): 1. Payment by Linear Foot 2. This item shall include, but is not limited to the following work: a. see Specification 025807. 3. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. EE. Bid Item A-B-18, and B-B-15— REFL PAV MKR TY 1 C Heat Applied Prefab Preformed Thermoplastic (W)(24")(SLD)(125 MIL): 1. Payment by Linear Foot 2. This item shall include, but is not limited to the following work: a. see Specification 025807. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Measurement and Basis for Payment IIII I' 'j;Y IU��' N t 01 29 01-6 Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) C°°°°°C°° ( Y °°°C°° Yt Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 3. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. FF. Bid Item A-B-19, and B-B-16—TY II A-A Raised Pavement Marker(REFLECTORIZED) (YELLOW): 1. Payment by Each 2. This item shall include, but is not limited to the following work: a. see Specification 025807. 3. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. GG. Bid Item A-B-20, and B-B-17—TY II B-B Raised Pavement Marker(REFLECTORIZED) (FIRE HYDRANT)(BLUE): 1. Payment by Each 2. This item shall include, but is not limited to the following work: a. see Specification 025807. 3. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. HH. Bid Item A-B-21, and B-B-18 —Crosswalk Striping (Per Crosswalk): 1. Payment by Each 2. This item shall include, but is not limited to the following work: a. see Specification 025807. 3. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. II. Bid Item A-B-22, and B-B-19—Allowance for Unanticipated Street Improvements: 1. Payment by Allowance, see Specification 0123 10 Section - 1.04 a. The sum of 25,000 to be used for the purchase of the following work: b. Any street improvements not covered by a bid item. c. Any quantity over run of other bid items. d. Prices must; be negotiated for each new bid item. JJ. Bid Item A-C-2, and B-C-2 — Demolition of Sidewalk: 1. Payment by Square Foot 2. This item shall include, but is not limited to the following work: a. Deconstruction, Removal, haul off, and disposal of existing sidewalk. b. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. KK. Bid Item A-C-3, and B-C-3—Sidewalk Retaining Curb: ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Measurement and Basis for Payment ',;;;;;;;,Y ,,,, U lqc), 2 01 29 01-7 Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) A IC"""""'.0""' ( Y """IC""' Yt , 2 Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023A 'IIIIII, 7 t'" " DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 1. Payment by Linear Foot, see Specification 025610. LL. Bid Item A-C-4, and B-C-4—Sidewalk Drain: 1. Payment by Each 2. This item shall include, but is not limited to the following work: a. Furnish and install all concrete, expansion joints, reinforcement, and ties to existing or proposed concrete sidewalk. b. Walking surface over drain, mounts, bolts,welding,tie-ins, etc. C. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. MM.Bid Item A-C-S, and B-C-5—Sidewalk: 1. Payment by Square Foot, see Specification 025612. NN. Bid Item A-C-6, and B-C-6—ADA Ramp: 1. Payment by Square Foot, see Specification 025614. 00. Bid Item A-C-7, and B-C-7—Allowance for unanticipated ADA improvements: 1. Payment by Allowance, see Specification 0123 10 Section—1.04 PP. Bid Item A-D-2, and B-D-2—Adjust Existing Ring and Cover To Grade: 1. Payment by Linear Foot 2. This Item shall include, but is limited to the following work: a. All materials and means and methods required for removal of Storm Mains from 12" -30" in diameter. b. Contractor taking ownership or disposal of pipes and associated materials. C. Backfill and compaction of trenching where new storm mains are not being constructed. d. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. QQ. Bid Item A-D-3, and B-D-3—Demolition of Curb and Gutter: 1. Payment by Linear Foot 2. This Item shall include, but is limited to the following work: a. Demolition of curb, gutter, and subgrade. b. Removal of material from site. c. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. RR. Bid Item A-D-4, A,,D,,5, and B-D-4, B,,D,,5—Safety End Treatment: 1. Payment by Each 2. This item shall include, but is not limited to the following work: ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Measurement and Basis for Payment N N'IIIIII,U N M N c) 2 01 29 01-8 Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) A U"""""'.0""' jN ',;;;;;;;;N """IIC""' Nt;, ,,, 2 Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023AN'IIIIII, 3 t'"N "j"j DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C a. Trench safety shall be provided for any excavation or any part of a trench regardless of depth and shall include the cost to provide trench safety as required by OSHA at the time of construction. b. Any other items required to complete this bid item in accordance with these contract documents that are not measured and paid under bid item. c. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. SS. Bid Item A-D-6, and B-D-6—18" RCP (Class III): 1. Payment by Linear Foot, see Specification 027402 fTv Bfd III°tenni A...D...° , and B...D...'7-7'x2' III'1CB: I. l)ayn,ient by Unear III°''oo1, .see Specfffca°1fon 027402 UU. Bid Item A-D-8, and B-D-8— Ditch Excavation: 1. Payment by Square Yard 2. This item shall include but is not limited to the following work: a. Excavation of the ditch around the "Ditch" alignment/baseline. b. Filling and Grading of material in association with construction the ditch. C. Placement of Hydromulch. d. Care for grass until final project acceptance. e. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. VV. Bid Item A-D-9, and B-D-9—6" Curb and Gutter: 1. Payment by Linear Foot, per Specification 025610. a. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. WW. Bid Item A-D-10, and B-D-10—Reconstruct Top 24"° of Inlet: 1. Payment by Each, see Specification 025608. XK Bfd III°tenni A...IB 1:1, and B•D 1:1— ILevell A SUE By III fydroexcava°1fon: 1.e )ayn,ient by Eacllcm 2 II cfs ften,i sl[4l fndude Ilcu°1 fs opo°1 Ilh7flted°10°1IIce f&l oMng cork: a Excava'don by Il cydroexcava'don, b Geofd referenced survey of any uncovered fn,qjroven,ients, C Any other oten,i uregWred .to con,qjllete tIhc s Ilcfd ften,i fn accordance MCI these contract docun,ients that are not n,ieasured and paid undeu tIhc s Ilcfd ften,l, 3. YY. Bid Item A...D...:1.'E, B...D...:1.'E—OSHA Trench Safety Plan,A-E-9, B-E-9, and A-G-3,A-B-3— OSHA Trench Safety Plan: ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Measurement and Basis for Payment IIIIII,N Nt: , 012901-9) Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) A I. IC j D'IIIIII,N IC lqc) 2 Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023A ..... c)f °j°j DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 1. Payment by Linear Foot 2. This item shall include, but is not limited to the following work: a. Trench safety shall be provided for any excavation or any part of a trench regardless of depth and shall include the cost to provide trench safety as required by OSHA at the time of construction. b. Adjust Existing Ring and Cover to Grade. C. Replacement of damaged rings and covers as necessary to match current city standards. d. Furnish and install adjustment rings and other materials as necessary. e. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. ZZ. Bid Item A••D•,13, and B••D•,13—OSHA Manhole/Junction Box/Inlet Safety Plan: 1. Payment by Each, see Specification 22022. AAA. Bid Item A-D-14, and B-D-14—Allowance for unanticipated Stormwater Improvements: 1. Payment by Allowance, see Specification 0123 10 Section—1.04 BBB.Bid Item A-E-2, and B-E-2— 8" PVC C-900 Water Line: 1. Payment by Linear Foot, see Specification 026402 CCC. Bid Item A-E-3, and B-E-3,—8"x45° D. I.Tee Bend: 1. Payment by Each, see Specification 26206. DDD. Bid Item A-E-4, and B-E-4—8" D. I.Tee: 1. Payment by Each, see Specification 26206. EEE. Bid Item A-E-5, and B-E-5—8" Gate Valve and Box: 1. Payment by Each, see Specification 026411 FFF. Bid Item A-E-6, and B-E-6—Water Connection (Tie to Existing): 1. Payment by Each, see Specification 026404 GGG. Bid Item A-E-7, and B-E-7—Fire Connection: 1. Payment by Each, see Specification 026404 HHH. Bid item A-E-8, and B-E-8 Fire Hydrant,Type 1, Complete installation to Main: 1. Payment by Each, see Specification 026404 III. Bid Item A-E-10, and B-E-10—Allowance for Unanticipated Water Improvements: 1. Payment by Allowance, see Specification 0123 10 Section—1.04 JJJ. Bid Item A-F-2, and B-F-2—Adjust Existing Ring and Cover to Grade: 1. Payment by Each, see Specification 55420 KKK.Bid Item A-F-3, and B-F-3—8" HDPE By Pipe Burst: ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Measurement and Basis for Payment N N'IIIIII,U N M N c) 2 01 29 01- 10 Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) A U"""""'.0""' jN N """IIC""' Nt; Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023AN'IIIIII, "j t°"f "j"j DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 1. Payment by Linear Foot, see Specification 27618 LLL. Bid Item A-F-4, and B-F-4—8" PVC Pressure Rated WW Main: 1. Payment by Linear Foot, see Specification 27602. MMM. Bid Item A-F-5, and B-F-5—Manhole Rebab: 1. Payment by Each, see Specification 27205. NNN. Bid Item A-F-6, and B-F-6—Doghouse Manhole: 1. Payment by Each, see Specification 27205. 000. Bid Item A-F-7, and B-F-7—WW Service Reconstruction (6" or smaller): 1. Payment by Each, see Specification 27606. PPP.Bid Item A-F-8, and B-F-8—Control of W.W. Flow: 1. Payment by Lump Sum, see Specification 27200 QQQ. Bid Item A-F-9, and B-F-9—OSHA Manhole/Pit Safety Plan: 1. Payment by Each, see Specification 22022. RRR.Bid Item A-F-10, and B-F-10—Allowance for Unanticipated Wastewater Improvements: 1. Payment by Allowance, per Specification 0123 10 Section—1.04 SSS. Bid Item A-G-2, and B-G-2—Trench Backfill and Compaction: 1. Payment by Linear Foot 2. This item shall include, but is not limited to the following work: a. Furnishing and installing bedding and backfill. b. Materials, labor, and coordination as required. c. Any other item required to complete this bid item in accordance with these contract documents that are not measured and paid under this bid item. TTT. Bid Item A-G-4, and B-G-4—Allowances for Unanticipated Gas Improvements: 1. Payment by Allowance, per Specification 0123 10 Section—1.04 UUU. 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 IIIIII,N N c) 01 29 01- 11 Junior Beck Drive—Bear Lane to Old Brownsville Road (Bond 2018) A I...........I AC (M N IC N c Rev 5/2020 Street and Infrastructure Improvements—Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 0133 01 Submittal Register 025412 Prime Coat J 025424 Hot Mix Asphalt Concrete Pavement J 025223 Crushed Limestone Flexible Base J 055420 Frames,Gates,Rings and Covers J 025608 Inlets J 025807 Pavement Marking(Paint and Thermoplastic) J 025813 Preformed Thermoplastic Striping,Words and Emblems J 026206 Ductile Iron Pipe and Fittings J 026210 PVC Pipe-AWWA C900/C905 Pressure Pipe for Municipal J Water Mains and Wastewater Force Mains 026411 Gate Valves for Waterlines J 026416 Fire Hydrants J 027202 Manholes J 027402 Reinforced Concrete Pipes J 027602 Wastewater Presure Pie J 030020 Portland Cement Concrete J Submittal Register Junior Beck Drive,Bear Lane to Old Brownsville Rd.(Bond 2018) 01 33 01-1 Street and Infrastructure Improvements-Project No.18023A 10/2018 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 01 35 00 SPECIAL PROCEDURES 1.00 GENERAL 1.01 CONSTRUCTION SEQUENCE—NO REQUIREMENTS 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; 9. Contingency plan that will be used if the original schedule cannot be met; and C. Submit plan 2 weeks prior to beginning the Work. 1.03 CRITICAL OPERATIONS 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: Max.Time Hours Operation Liquidated Critical Operation Out of Operation can be Shut Down Damages ($ per hour) NONE NONE NONE NONE 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 Special Procedures 013500-1 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 10/2018 Street and Infrastructure-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 10/2018 Street and Infrastructure-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 A. Provide a total electrical heating and cooling system for the OPT's field office capable of maintaining the following conditions: 1. Heating: Minimum 75 degrees ID temp at 10 degrees ambient. 2. Cooling: Minimum 75 degrees ID temp at 105 degrees ambient. 3. Relative humidity: 48 to 54 percent. B. Inspect and test each service before placing temporary utilities in use. Arrange for all required inspections and tests by regulatory agencies, and obtain required certifications and permits for use. 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. Temporary Facilities and Controls 015000-1 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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. 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. Temporary Facilities and Controls 015000-2 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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. 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. 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. 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. Temporary Facilities and Controls 015000-3 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 3.04 DRINKING WATER A. Provide all field offices with potable water. Provide a dispenser and cooling apparatus if bottled drinking water is provided. 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 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street and Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street and Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street and Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street and Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Oso Creek. 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. 1.12 DISPOSAL OF CONTAMINATED GROUNDWATER 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. 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 Temporary Controls 015700-5 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street and Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Junior Beck Drive, Bear Lane to Old Brownsville Rd. (Bond 2018) Rev 8/2019 Street and Infrastructure Improvements-Project No: 18023A DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C is( 11 STANDARD SPECIFICATIONS DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C works. Allowable piezometric elevations shall be defined in the ground water control system design. G. Remove ground water control installations. I. 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 I2-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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SECTION 022080 EMBANKMENT 1. DESCRIPTION This specification shall govern all work for Embankment required to complete the project. 2. CONSTRUCTION METHODS Prior to placing embankment, the area to be covered shall be stripped of all vegetation and the material so removed shall be disposed of off the job site. Washes, gullet's, wet areas, and yielding areas shall be corrected as directed by the Engineer. Unless otherwise indicated on the drawings, the surface of the ground which is to receive embankment shall be loosened by scarifying or plowing to a depth of not less than 6 inches. The loosened material shall be recompacted with the new embankment as hereinafter specified. Embankment shall be placed in layers not to exceed ten (10) inches uncompacted (loose) depth for the full width of the embankment,unless otherwise noted. Where embankment is adjacent to a hillside or old roadbed, the existing slope shall be cut in steps to not less than the vertical depth of an uncompacted layer. The fill material shall be placed from the low side and compacted. Each layer shall overlap the existing embankment by at least the width indicated by the embankment slope. Trees, stumps, roots, vegetation, debris or other unsuitable materials shall not be placed in embankment. Each layer of embankment shall be uniform as to material, density and moisture content before beginning compaction. Where layers of unlike materials abut each other, each layer shall be feather-edged for at least 100 feet or the material shall be so mixed as to prevent abrupt changes in the soil. No material placed in the embankment by dumping in a pile or windrow shall be incorporated in a layer in that position, but all such piles or windrows shall be moved by blading or similar methods. Clods or lumps of material shall be broken and the embankment material mixed by blading, harrowing, disking or similar methods to the end that a uniform material of uniform density is secured in each layer. Except as otherwise required by the drawings, all embankments shall be constructed in layers approximately parallel to the finished grade and each layer shall be so constructed as to provide a uniform slope of 1/4 inch per foot from the centerline of the embankment to the outside. Each layer shall be compacted to the required density and moisture by any method, type and size of equipment that will give the required compaction. Prior to and in conjunction with the rolling operation, each layer shall be brought to the moisture content necessary to obtain the required density and shall be kept leveled with suitable equipment to insure uniform compaction over the entire layer. For each layer of earth embankment and select material, it is the intent of this specification to provide the density as required herein, unless otherwise shown on the drawings. Soils for 022080 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C embankment shall be sprinkled with water as required to provide not less than optimum moisture and compacted to the extent necessary to provide not less than 95% Standard Proctor density (ASTM D698). Field density determinations will be made in accordance with approved methods. After each layer of earth embankment or select material is complete, tests, as necessary, will be made by the Engineer. If the material fails to meet the density specified, the course shall be reworked as necessary to obtain the specified compaction, and the compaction method shall be altered on subsequent work to obtain specified density. Such procedure shall be determined by, and subject to,the approval of the Engineer. The Engineer may order proof rolling to test the uniformity of compaction of the embankment layers. All irregularities, depressions, weak or soft spots which develop shall be corrected immediately by the Contractor. Should the embankment, due to any reason or cause, lose the required stability, density or moisture before the pavement structure is placed, it shall be recompacted and refinished at the sole expense of the Contractor. Excessive loss of moisture in the subgrade shall be prevented by sprinkling, sealing or covering with a subsequent layer of granular material. 3. SELECTION OF MATERIAL In addition to the requirement in the excavation items of the specifications covering the general selection and utilization of materials to improve the roadbed, embankments shall be constructed in proper sequence to receive the select material layers shown on drawings,with such modifications as may be directed by the Engineer. The layer of embankment immediately preceding the upper layer of select material shall be constructed to the proper section and grade within a tolerance of not more than 0.10 foot from the established section and grade when properly compacted and finished to receive the select material layer. Select material, when specified, shall meet the requirements in City Standard Specification Section 022100 "Select Material". 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, embankment shall not be measured and paid for separately,but shall be subsidiary to other items of work. 022080 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C SECTION 025202 SCARIFYING AND RESHAPING BASE COURSE 1. DESCRIPTION "Scarifying and Reshaping Base Course" shall consist of scarifying and reshaping the existing base course(with or without asphalt surface)to the line, grade and section as indicated on the drawings. 2. CONSTRUCTION METHODS The existing base and surface shall be scarified to the width and depth indicated on the drawings. Subgrade shall remain undisturbed, unless indicated otherwise on the drawings. Any asphalt surfacing shall be broken into particles no larger than 2 1/2 inches. The asphalt surfacing shall then be uniformly mixed with the existing base. Additional base material, where required to achieve the lines and grades shown on the drawings, shall also be added to and uniformly mixed with the existing scarified base material. If indicated on the drawings, geogrid shall be installed in the pavement section. The base material shall be shaped and rolled after mixing and allowed to set at least 48 hours before final compaction. Moisture content shall be maintained in the material during the 48-hour period. Material shall be sprinkled with water or aerated to optimum moisture content, and compacted in layers (10-inch maximum loose depth) to a minimum density of 98% Modified Proctor density (AASHTO T180), at a moisture content on the wet side of optimum (+3% maximum). Use mechanical tamps in areas inaccessible to rollers. Upon completion of compaction, the surface shall be smooth and shall conform to line, grade and section as 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 re-compacting by sprinkling and rolling. Moisture content shall be maintained on the wet side of optimum (+3%maximum)until paving is complete. If required, lime shall be applied in the amount indicated on the drawings. Lime shall be applied and the treated base mixed, cured, compacted and finished in accordance with City Standard Specification Section 025210 "Lime Stabilization." 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, scarifying and reshaping base course shall not be measured and paid for separately,but shall be subsidiary to other work. 025202 Page 1of1 Rev.10-30-2014 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 pavementto 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C THIS PAGE INTENTIONALLY LEFT BLANK 025205 Page 4 of 4 Rev.11-9-2016 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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.9-2-2020 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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. Mixing-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. After mixing, the Engineer may sample the mixture at roadway moisture and test in accordance with Tex-101-E, Part III, to determine compliance with the gradation requirements in Table 1. 025210 Page 2 of 4 Rev.9-2-2020 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Table 1 Gradation Requirements (Minimum % Passim Sieve Size Base Suberade 1-3/4" 100 100 3/4" 8585 #4 _ 60 Old bituminous wearing surface shall be pulverized so that 100% will pass a 21/2' 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.9-2-2020 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 4 of 4 Rev.9-2-2020 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C * 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C SECTION 025620 PORTLAND CEMENT CONCRETE PAVEMENT 1. DESCRIPTION This specification shall govern for the construction of Portland cement concrete pavement on a prepared subgrade or base course, in accordance with the typical sections shown on the drawings. 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. All subsurface utilities must be inspected, tested, and accepted prior to any paving. 2. MATERIALS (1) Cement The cement shall be either Type I, Type II or Type 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). The Contractor shall furnish the Engineer with a statement as to the specific surface area of the cement, expressed in square centimeters per gram, for each shipment. For concrete pavements, strength requirements shall be demonstrated using flexural (beam) or compressive(cylinder)tests as required in the drawings. 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 shall be used when high early strength concrete pavement is specified on the drawings. Different types of cement may be used in the same project, but all cement used in any one monolithic placement of concrete pavement shall be of the same type and brand. Only one brand of each type of cement will be permitted in any one project 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. 025620 Page 1 of 5 Rev.3-25-2015 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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. (2) Mixing Water Water for use in concrete and for curing shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". (3) Coarse Aggregate Coarse aggregate for use in concrete mixture shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete", Grade No. 2. (4) Fine Aggregate Fine aggregate for use in concrete mixture shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete", Grade No. 1. (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 pavements 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 requirements of City Standard Specification Section 030020 "Portland Cement Concrete". (8) Reinforcing Steel Unless otherwise designated on the plans, all steel reinforcement shall be deformed bars, and shall conform to ASTM Designation: A615, Grade 60, and shall be open hearth, basic oxygen or electric furnace new billet steel in accordance with City Standard Specification Section 032020 "Reinforcing Steel". Dowels shall be plain billet steel smooth bars conforming to ASTM Designation: A615, Grade 60, and shall have hot-dip galvanized finish. 3. STORAGE OF MATERIALS All cement and aggregate shall be stored and handled in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". 025620 Page 2 of 5 Rev.3-25-2015 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 4. MEASUREMENT OF MATERIALS Measurement of the materials, except water, used in batches of concrete, shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". 5. CLASSIFICATION AND MIX DESIGN It shall be the responsibility of the Contractor to furnish the mix design to comply with the requirements herein and in accordance with 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. In lieu of the above mix design responsibility, the Contractor may accept a design furnished by the Engineer; however, this will not relieve the Contractor of providing concrete meeting the requirements of these specifications. 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 no substantial change in any of the proposed ingredients has been made. This specification section incorporates the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". 6. 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 025620 Page 3 of 5 Rev.3-25-2015 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 shall be as specified in Table 1. TABLE 1 Slump Requirements Construction Method Desired Slump Minimum Slump Maximum Slump Concrete Pavement(slipformed) 1.5 inches I inch 3 inches Concrete Pavement(formed) 4 inches 2.5 inches 6.5 inches NOTE: No concrete will be permitted with slump in excess of the maximum shown. 7. QUALITY OF CONCRETE The concrete shall be uniform and workable. The cement content, maximum allowable water- cement ratio, desired slump, minimum slump, maximum slump, and the strength requirements of the class of concrete for concrete pavement shall conform to the requirements of Table 1 and Table 2 and as required herein. During the process of the work, the Engineer will cast test beams or cylinders as a check on the flexural or compressive strength of the concrete actually placed. Testing shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". If the required flexural or compressive strength is not secured with the cement specified in Table 2, changes in the batch design will be made. The concrete shall meet either the minimum flexural (beam) strength (7-day or 28-day) or minimum compressive strength (7-day or 28-day) shown in Table 2. TABLE 2 Class of Concrete for Concrete Pavement Class Minimum Minimum Maximum of Flexural(Beam) Compressive Water-Cement Coarse Concrete Strength Strength Ratio Aggregate P* 450 psi(7 days) 3200 psi(7 days) 5.6 gal./sack No.2(1�/z") 570 psi(28 days) 4000 psi(28 days) 0.50 * 5%entrained air 8. 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. Re-tamping of concrete will not be permitted. 025620 Page 4 of 5 Rev.3-25-2015 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Mixing conditions shall conform to the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". 9. MIXING AND MIXING EQUIPMENT Mixing and mixing equipment shall conform to the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". 10. READY-MIX PLANTS The requirements for ready-mix plants shall be as specified in City Standard Specification Section 030020 "Portland Cement Concrete". 11. PLACING, CURING AND FINISHING All subsurface utilities must be inspected, tested, and accepted prior to any paving. Subgrade preparation shall be as specified on the plans. 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". For membrane curing, curing material shall conform to Type 2, Class A curing compound, or as otherwise shown on the drawings. 12. JOINTS IN CONCRETE PAVEMENT The placing of joints in concrete pavement shall be in accordance with City Standard Specification Section 038000 "Concrete Structures" and as detailed on the drawings. 13. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the quantities of concrete for concrete pavement(s), which will constitute the completed and accepted pavement(s) in-place, will be measured by the square yard or square foot for the indicated thickness and type of cement. Payment shall be full compensation for furnishing, hauling, mixing, placing, curing and finishing all concrete; all grouting and pointing; furnishing and placing reinforcing steel and steel dowels as shown on the plans; furnishing and placing drains; furnishing and placing metal flashing strips; furnishing and placing expansion joint material, joint filler and sealants, and contraction (control) joints 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. 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. 025620 Page 5 of 5 Rev.3-25-2015 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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 II 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 spattering and within the limits for straightness set forth herein. 025807 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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 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 025807 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL MATERIALS SPECIFICATION BITVMINOVS ADHESIVE FOR PAVEMENT MARKERS DMS - 6130 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS EFFECTIVE DATE: JANUARY 2008 6130.1. Description. This Specification establishes the requirements for bituminous type hot- melt adhesive used for the placement of pavement markers. Two types are addressed: standard bituminous marker adhesive consisting of an asphalt base with homogeneously mixed mineral filler; and flexible bituminous marker adhesive consisting of a highly polymer modified asphalt. Either adhesive must be suitable for bonding ceramic and plastic markers to hydraulic cement concrete, asphaltic concrete, and chip-sealed road surfaces and be applicable when road surface and marker temperatures are in the approximate range of 4-71°C (40-160°F). The composition of the adhesive must be such that its properties will not deteriorate when heated to and applied at temperatures up to 218°C (425°F)using either air or oil jacketed melters. 6130.2. Units of Measurements. The values given in parentheses (if provided) are not standard and may not be exact mathematical conversions. Use each system of units separately. Combining values from the two systems may result in nonconformance with the standard. 6130.3. Material Requirements. A. Adhesive Properties. The adhesive must be smooth and homogeneous, containing no visible particles, and must comply with the requirements in Table 1. Table 1 Adhesive Properties Material Standard Adhesive Flexible Adhesive Property Test Method min max min max Softening Point,°F ASTM D 36 200 200 Penetration, 100 g,5 s,25°C(77F),0.1 mm ASTM D 5 10 20 15 254 Flow,5 hr.,70°C(158°F),mm 5 54 Heat Stability Flow,5 hr.,70°C(158°F),mm 5 5 Viscosity, 10 rpm,204°C(400°F),Pa-s 7.5 7.5 Flash Point,C.O.C.,OF ASTM D 92 550 550 Ductility,5 cm/min,77°F,cm AASHTO T 51 - 15 - Flexibility, 1 in.mandrel,90°bend, 10 s ASTM D 3111 pass 1.Exception to ASTM D 5329;heat the sample as described in ASTM D 5, Section 7.1. 2.Exception to ASTM D 5329;condition the sample as described in"Test Methods." 3.As modified in"Test Methods" 4.Maximum penetration of 30 is allowed provided the result of the flow test is less than 1 mm. TEXAS DEPARTMENT OF TRANSPORTATION 1 -3 LAST REVIEWED:SEPT IIII ��d No 21 11l P4III f°° f DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL A114TERI1 LS SPECIFICATION BITVMINOVS ADHESIVE FOR PA vEMENT MARKERS B. Asphalt Properties. This applies to standard bituminous adhesive only. The filler-free asphalt, obtained from the Extraction and Abson recovery process, as explained in Section 6130.4, must have the properties in Table 2. Table 2 Filler-Free Asphalt Properties Property Minimum Maximum Test Method Penetration, 100 g,5 s,25°C,(77 °F), 25 ASTM D 5 0.1 mm(in.) Viscosity, 135°C(275°F)Pa-s 1.2(12) ASTM D 2171 (Poises) Viscosity Ratio, 135°C(275°F) 2.2 ASTM D 1754 and ASTM D 2171 C. Filler Properties. This applies to standard bituminous adhesive only. The filler material, obtained using the filler separation technique described in Section 6130.4, must have the properties in Table 3. Table 3 Filler Properties Property Minimum Maximum Test Method Filler Content,wt.% 50 75 As in Section 6130.4. Filler Fineness,%passing: ASTM C 430,as modified in 45 µm o.325) 75 -- Section 6130.4. 75 µm(No.200) 95 100 -- 150µm(No. 100) 6130.4. Test Methods. A. Heat Stability Flow. To determine the heat stability flow,place 1000 g of adhesive in a loosely-covered quart can, heat to 218°C (425°F) and maintain at this temperature 4 hours before performing the flow test. B. Extraction and Abson Recovery. Use this procedure to separate and recover the base asphalt from the adhesive. Heat the adhesive just to the point where it will easily flow. Transfer between 125 and 150 g into a 1000-mL (1-qt.) Erlenmeyer flask containing 400 mL (13.5 fl. oz.) of trichloroethylene with a temperature of 52-66°C (125-150°F). Stir this mixture thoroughly to dissolve the asphalt. Decant the solvent-asphalt mixture. Recover the base asphalt from solvent according to Tex-211-F, but begin with the centrifuge step; the primary distillation is not necessary. Repeat the above extraction- recovery method as necessary to obtain the desired quantity of asphalt. C. Filler Separation Technique. Use this procedure to separate the filler material from the asphalt and determine the filler content of the adhesive. Weigh 10.00 ± 0.01 g of solid adhesive, broken into small pieces, into a centrifuge flask with approximately 100 mL (3.5 fl. oz.)volume such as that specified in ASTM D 1796. Add 50 mL (1.7 fl. oz.) of trichloroethylene to the adhesive. Swirl or stir the mixture with a fine rod, taking care not ........ TEXAS DEPARTMENT OF TRANSPORTATION 2-3 LAST REVIEWED:SEP )IIII)IIII IIII Y V i P4III i'°° IIIIIIIIIIII f DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL MATERIALS SPECIFICATION BITVMINOVS ADHESIVE FOR PAVEMENT MARKERS to lose any solids. Place the sample flask in a balanced centrifuge and spin using a minimum relative centrifugal force of 150 (as determined in ASTM D 1796, Section 6.) Remove the sample flask and decant the solvent, taking care not to lose any solids. Repeatedly add more solvent, centrifuge, and decant until the solvent becomes clear and the filler appears free of asphalt. Dry the recovered filler at 71 ± 3°C (160 ± 5°F)to remove solvent. Weigh the dried filler. Filter the decanted solvent through a filter paper with a 20-25 µm retention factor to verify there is no loss of filler. Calculate the filler content as a percentage of the original sample weight. D. Filler Fineness. Use this procedure to determine the filler fineness. Use the same apparatus as described in ASTM C 430, except also use 75µm (No. 200) and 150 µm (No. 100) sieves. Prepare a water solution containing 1 wt. percent of a nonionic, water- soluble surfactant, such as Triton X-100, beforehand. Thoroughly wet the 1 g dry sample in the surfactant solution and allow it to soak for 30 min. Transfer the filler completely into the 45 µm (No. 325) sieve cup. Wash the sample with the water spray, as described in ASTM C 430, Section 5, for 2 min., adding surfactant solution as needed to disperse any clumped particles. Dry and weigh the sample and perform calculations as directed in ASTM C 430. Repeat the procedure using the other two sieve sizes. 6130.5. Acceptance. Bituminous adhesives are pre-qualified in accordance with Tex-538-C. Consult"Bituminous Marker Adhesive" for a list of materials currently pre-qualified under this procedure. 6130.6. Packaging and Labeling. Package the adhesive in self-releasing cardboard containers with essentially flat and parallel top and bottom surfaces such that the packages will stack properly. Each package must have a net weight of either 23 or 27 kg (50 or 60 lb.) and must weigh within 1 kg (2 lb.) of the stated quantity. Self-releasing cardboard dividers, which will separate each package into sections weighing no more than 7 kg (15 lb.) each, must be part of the packaging. Each package must display: • the manufacturer's name, • net weight, • lot or batch number, and • a product name that clearly identifies the material as either standard or flexible bituminous marker adhesive. 6130.7. Archived Versions. Archived versions are available. TEXAS DEPARTMENT OF TRANSPORTATION 3-3 LAST REVIEWED:SEPTTIMBER,,,2.0 Z„4,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, i IIY IIIIIII III i°° VIII........ f DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL MATERIA LS SPECIFICATION PAVEMENT AJARKERS(REFLECTORIZED) DMS - 4200 PAVEMENT MARKERS (REFLECTORIZED) EFFECTIVE DATE: JANUARY 2010 4200.1. Description. This Specification governs for the pre-qualification, testing, and field evaluation requirements for reflectorized pavement markers (RPMs). 4200.2. Units of Measurements. The values given in parentheses (if provided) are not standard and may not be exact mathematical conversions. Use each system of units separately. Combining values from the two systems may result in nonconformance with the standard. 4200.3. Material Producer List. The Materials and Pavements Section of the Construction Division (CST/M&P) maintains the Material Producer List(MPL) of all materials conforming to the requirements of this specification. Materials appearing on the MPL, entitled "Jig lg e Bar Tiles Pavement Markers and Traffic Buttons,"require no further testing, unless deemed necessary by the Project Engineer or CST/1\4&P. 4200.4. Bidders' and Suppliers' Requirements. Before any material is allowed for use on Department projects, it must be of manufacture and product code or designation shown on the MPL. 4200.5. Pre-Qualification Procedure. The pre-qualification procedure consists of several steps, listed below, which are described in more detail in the following subsections: • Pre-qualification request, • Laboratory testing, • Field testing, • Provisional qualification, • Project evaluations, • Full qualification, • Periodic evaluation, • Disqualification, and • Re-Qualification. CST/1\4&P will provide notification at the completion of each step and will require confirmation from the supplier's contact person before proceeding to the next step. Costs of sampling and testing are normally borne by the Department; however, the costs to sample, test, and conduct field evaluations for materials failing to conform to the requirements of this specification are borne by the supplier. This cost will be assessed at the rate established by the Director of CST/?\4&P and in effect at the time of testing and will be billed directly to the Contractor or supplier. TEXAS DEPARTMENT OF TRANSPORTATION 1 -7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL MATERIA LS SPECIFICATION PAVEMENT AJARKERS(REFLECTORIZED) A. Pre-Qualification Request. Prospective suppliers interested in submitting their product for evaluation must submit a written request to the Texas Department of Transportation, Construction Division, Materials &Pavements Section (CP51), 125 East 11th Street, Austin, TX 78701-2483. Include the following items with the request: • Name and contact information, including email address for the person who will be the primary contact during the qualification process; • Laboratory test results, from the manufacturer's lab or an independent test laboratory, showing actual test results that meet the requirements of ASTM D 4280; • Product data sheets; • List of locations and applications dates where the product is being evaluated or is in current use; and • Test results from the National Transportation Product Evaluation Program (NTPEP), if available. B. Laboratory Testing. Provide CST/M&P with 350 RPMs of each color and type for laboratory and field testing. Submit materials for laboratory testing and field evaluations at no cost to the Department. CST/M&P will acknowledge receipt of materials and specify a tentative completion date for laboratory testing. CST/1\4&P will test RPMs in accordance with Article 4200.6 and will send notification of results once laboratory testing is complete. If laboratory testing conducted by TxDOT or by NTPEP shows RPMs do not meet the requirements of this specification, evaluation will cease, and RPMs will not be qualified. Suppliers may resubmit materials for qualification after providing documentation identifying the cause and corrective action taken. C. Field Testing. Upon satisfactory completion of laboratory testing, CST/M&P will specify the location of one or more roadways selected for the 12-month field test and suggested application dates. The roadways will include: • a concrete surface, • a hot-mix asphalt surface, and • a Grade 3 sealcoat. The concrete and asphalt roadways will be full-access controlled freeways with a minimum average daily traffic (ADT) count of 35,000 vehicles, a minimum of 20% average daily truck traffic volume, and a minimum posted speed limit of 65 mph. The Grade 3 road test will be conducted on a four-lane divided highway with a minimum ADT count of 4,000 vehicles per lane, a minimum of 20% average daily truck traffic volume, and a minimum posted speed limit of 50 mph. Providing NTPEP test results meeting the requirements of this specification may replace the concrete and hot-mix asphalt field tests on a deck for deck basis. If TxDOT or NTPEP field testing shows RPMs do not meet the requirements of this specification, evaluation will cease, and RPMs will not be qualified. Suppliers may TEXAS DEPARTMENT OF TRANSPORTATION 2-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL MATERIA LS SPECIFICATION PAVEMENT AJARKERS(REFLECTORIZED) resubmit materials for qualification after providing documentation identifying the cause and corrective action taken. 1. NTPEP Testing. Submit NTPEP test data to CST/M&P for review if available. CST/1\4&P will acknowledge receipt of NTPEP data and will provide results of review within one month of receipt. The 12-month NTPEP test results for the pre-qualification of RPMs must meet the following: • all the requirements specified in ASTM D 4280 for the tests performed by NTPEP; • a retention rate equal or greater than 90 % of the placed RPMs (excluding the RPMs removed for testing); • a visual evaluation of 3 or greater, as defined by the most recent NTPEP Project Work Plan for Field Evaluations of Raised Pavement Markers and Marker Adhesives, for the marker case and marker lens for a minimum of 90 % of the placed RPMs (excluding the RPMs removed for testing); and • the minimum retroreflectivity values required after 12 months on the roadway listed in Table 1. 2. Application. Provide the name of the contractor, the traffic control plan, and the manufacturer and product code for the adhesive at least two weeks prior to the application for CST/M&P review and approval. CST/?\4&P will confirm the date and location of the field evaluation installation and resolve any problems as necessary. CST/?\4&P will provide between fifty and one hundred RPMs of each submitted type for application from the samples submitted for laboratory testing. Testing of submitted markers occurs concurrently with a set of control RPMs, for compliance with the requirements of this specification. Control markers are those RPMs currently listed on the MPL; if the MPL is reorganized and no marker exists to act as a control, an RPM that has undergone the most recent NTPEP testing on both asphalt and concrete will be used. Supplier is responsible for application of the RPMs in the presence of CST/?\4&P. Application must meet all Department specifications for RPM application and traffic control as well as the manufacturer's recommendations. Notify CST/?\4&P of any problems or concerns with the installation within one week of application and request a re-installation, if necessary. 3. Evaluation. CST/?\4&P will notify supplier of a suggested date for field testing evaluation at least one month prior to completion of the 12-month field trial. Provide the name of the contractor and traffic control plan for the evaluation at least 2 weeks prior to the scheduled evaluation date. Materials must meet the following requirements: a. Retention Rate. The retention rate of the test RPMs must be no less than 5%below that of the control RPMs. TEXAS DEPARTMENT OF TRANSPORTATION 3-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS(REFLECTORIZED) b. Body Damage. The test RPMs must not exhibit discoloration or body damage exceeding that of the control RPMs. They must not exhibit a repetitive form of damage or mode of failure (indicative of a design flaw) in a large percentage of the test RPMs. Body damage will be visually assessed according to NTPEP criteria. c. Functionality. Four RPMs placed at 80 foot spacing or eight RPMs placed at 40 foot spacing must be functional when viewed at night from a vehicle using the low beam headlight setting. They must be functional when viewed at a minimum distance of approximately 400 ft. in the daytime. A functional marker is both visible and conspicuous. d. Retroreflectivity. CST/1\4&P will remove twenty test RPMs from the pavement to undergo laboratory testing for retroreflectivity in accordance with Tex-842-B. Fifteen of the twenty RPMs pulled must pass the minimum reflective values shown in Table 1 (measured at 0.2° observation angle and 0° horizontal entrance angle). Table 1 Minimum Retroreflectivity(cd/fc)After 12 Months on the Roadway Face 12 Mo. Crystal 1.0 Amber 0.7 Red 0.2 D. Provisional Qualification. CST/M&P will grant provisional qualification after successful completion of the laboratory and field evaluations including NTPEP testing, when applicable. CST/M&P will send notification of provisional qualification, including the date of placement on the MPL, within one month after completion of the field evaluations. Failure to complete all project evaluation requirements successfully is grounds for cancellation of provisional qualification. E. Project Evaluation. Once the material is provisionally qualified and listed on the MPL, provide CST/M&P with project information for the first three jobs supplied with the RPMs and additional projects if requested. RPMs must meet the same performance criteria as for the field evaluation to receive full qualification. CST/M&P will return the project evaluation results after the 12-month evaluation of each project. 1. Full Qualification. CST/?\4&P will grant full pre-qualification and continue to list materials meeting all requirements of this specification on the MPL. Pre-qualification requires extensive field evaluations. It is critical that no significant changes are made to the RPMs' composition, manufacturing process, or design during or after pre-qualification without notifying CST/M&P. It is also critical that the RPMs provided be uniform, with minimum variations from marker to marker. Significant changes not reported by the manufacturer or variations in product, as determined by the Director of CST/M&P, may be cause for removal from the MPL. TEXAS DEPARTMENT OF TRANSPORTATION 4-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL MATERIA LS SPECIFICATION PAVEMENT AJARKERS(REFLECTORIZED) 2. Failure. CST/1\4&P will revoke provisional qualification for RPMs that do not meet the performance criteria and will remove the RPMs from the MPL. Producers not qualified under this Specification may not furnish materials for Department projects and must show evidence of correction of all deficiencies before reconsideration for qualification. F. Periodic Evaluation.Periodic evaluation consists of random department-initiated laboratory testing, audits, and periodic required submittals or field testing. 1. Department-Initiated Laboratory Testing and Audits. The Department may conduct random sampling (per Tex-729-I) and testing on pre-qualified RPMs to identify changes in the material or nonconformity in production and to perform random audits of test reports. 2. Required Submittals or Field Testing. Every 5 years,provide NTPEP data showing continued compliance with the requirements of this specification. G. Disqualification. Causes for disqualification and removal from the MPL include, but are not limited to, the following: • material fails to meet the requirements stated in this specification; • the producer fails to report changes in the composition, manufacturing process, or design to CST/1\4&P; • the producer has unpaid charges for failing samples; or • qualified RPMs demonstrate repeated and large-scale performance problems in the field. H. Re-Qualification. Suppliers disqualified and removed from the MPL may submit materials for requalification after submitting documentation identifying the cause of the problem and corrective action taken. 4200.6. Material Requirements. All RPMs must meet all requirements, except for requirements specified for a specific type. A. Reflectorized Types. • Type I-A must contain one face that reflects amber light. The body, other than the reflective face, must be yellow. • Type I-C must contain one face that reflects white light. The body, other than the reflective face, must be white or silver-white. • Type I-R must contain one face that reflects red light. The body, other than the reflective face, must be white or silver-white. • Type II-A-A must contain two reflective faces oriented 180° to each other, each of which must reflect amber light. The body, other than the reflective faces, must be yellow. TEXAS DEPARTMENT OF TRANSPORTATION 5-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS(REFLECTORIZED) • Type II-C-R must contain two reflective faces oriented 180° to each other, one of which must reflect white light and one of which must reflect red light. The body, other than the reflective faces, must be white or silver-white. B. Appearance Requirements. The outer surface of the RPMs must be smooth except for the molding or stamping of the manufacturer's unique imprint. All corners and edges exposed to traffic must be rounded. C. Optical Requirements. The RPMs must be capable of providing amber, red, or white light reflection as required by the requisition or plans. The reflected light of each reflective face must conform to the minimum reflective specific intensity (SI)requirements listed in Table 2, measured in candelas per foot-candle (cd/fc). Table 2 Minimum SI per Reflective Face at 0.21 Observation Angle(cd/fc) Horizontal Entrance Angle Crystal Amber Red 00 3.00 2.00 0.75 200 1.50 1.00 0.30 D. Physical Requirements. When tested in accordance with Tex-434-A, the minimum strength of five markers must be 2,000 lb. with none exhibiting a deformation of more than 0.125 in. before achieving the minimum strength. A random sample of five markers will be tested in accordance with Tex-434-A. The average compression results must have a quality index value equal to or greater than 1.23. The quality index value will be calculated from the lower specification limit of 2,000 lb. load. The following equation is used to determine the quality index value: QL = (X — LSL) / s Where: QL = quality index value X= average result from test LSL= lower specification limit s = standard deviation from test. E. Heat Resistance. The RPMs must show no change in physical or optical properties when subjected to the requirements of Tex-846-13. The temperature will be 140°F with the marker in a vertical position. The SI of the pavement marker must not be less than 80% of its initial value after being subjected to the heat test. TEXAS DEPARTMENT OF TRANSPORTATION 6-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS(REFLECTORIZED) F. Impact Test. The RPMs will be impact tested during the pre-qualification process. They will be impacted with a 20-lb. weight in the form of a 2-in. solid right-circular cylinder with a flat impact face having rounded edges falling freely through a vertical guide. The RPMs will be impacted while resting on a solid, flat, steel plate that is at least 1/2 in. thick. The RPMs will be tested at increasing heights until failure occurs. Failure will occur when the lens or body cracks. The height at which failure occurs -6 in. will be the acceptance threshold for RPMs supplied after pre-qualification. 4200.7. Archived Versions. Archived versions are available. TEXAS DEPARTMENT OF TRANSPORTATION 7-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C SECTION 026416 FIRE HYDRANTS 1. DESCRIPTION This specification shall govern all work necessary to provide all fire 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_ h- 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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"-Ring Seal - 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C BYPASS PUMPING PLAN FORM Date: Proj ect 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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 H 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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" x 2'-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. 51/2 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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 Opg, 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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-Passing 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C SECTION 027618 WASTEWATER LINE REHABILITATION/PIPEBURSTING 1. SCOPE This specification shall govern all work necessary to rehabilitate gravity wastewater lines by pipebursting,wherein a horizontal boring technique utilizing a cutting/expansive tool head fragments the existing pipe, and a fusion welded, high density polyethylene pipe is drawn into the resulting tunnel. 2. MATERIALS 2.1 Polyethylene: ASTM Designation: D-3350 with a cell classification of 335434B D or E(with inner wall of light color).In addition,the liner shall be manufactured of polyethylene resins classified as Type III, Class C, Category 5, Grade P34, as tabulated in specifications in the older ASTM Designation, D-1248. This material shall also conform to the design criteria as specified in Plastic Pipe Institute (PPI) Designation: PE3408. 2.2 Dimensions: The pipe shall be (SDR 17, IPS) per ASTM F714 of the nominal diameter as shown on the plans and specified in the Bid Form, unless TCEQ requirements for water and wastewater line separation require pressure rated pipe of at least 150 psi, in which case DR 11, IPS pipe shall be utilized. At this pressure rating, a larger pipe may be required to maintain equivalent flow characteristics and hydraulic radius to the existing wastewater line. 2.3 uali : All pipe shall be homogenous throughout, and shall be free of visible cracks, holes, foreign materials, blisters, or other deleterious faults. All materials shall be of the highest quality and highest performance. It shall be the product of a manufacturer actively engaged in research, development, and the manufacturer of said materials. 3. CONSTRUCTION METHODS 3.1 Pipe Jointing: Sections of the polyethylene (PE) liner pipe shall be joined by the butt-fusion method and performed in strict conformance with the pipe manufacturer's recommendations using approved equipment. The Contractor shall make arrangements to have a technical representative of the pipe manufacturer present for the start-up of the butt-fusion jointing and training of the contractor's personnel, or arrangements shall be made for the pipe manufacturer's representative to remain on the job until all jointing has been completed. When requested by the Engineer, samples of butt-fusion joints shall be furnished by the contractor for laboratory 027618 Page 1 of 4 Rev.3-25-2015 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C testing. The test of such samples shall clearly demonstrate joint integrity, strength, etc. 3.2 Insertion Pits: The location and number of insertion pits shall be determined by the Contractor to maximize insertion lengths and keep the number of excavations to a minimum. The insertion pit size shall be the minimum necessary to perform insertion operations. Locations of insertion pits shall be acceptable to the Engineer. Removal of obstructions and point repairs shall be done as necessary. This work shall be done in accordance with Section 022020 of the City Standard Specifications, "Excavation and Backfill for Utilities." 3.3 Pulling Pipe: New polyethylene pipe shall be pulled immediately behind the pipe bursting equipment in accordance with the manufacturer's procedures. The machine shall be specifically designed and manufactured for the pipe insertion process. The Contractor shall install all pulleys,rollers,bumpers, alignment control devices, and other equipment, required to protect existing manholes, and to protect the pipe from damage during installation. Lubrication may be used as recommended by the pipe manufacturer.Under no circumstances shall the pipe be stressed beyond 50%of its tensile strength at yield, that being 22,600 lb. for an 8" SDR 17 pipe. Provide a suitable pull measuring device connected to the winch or pulling system. Upon commencement,insertion shall be continuous without interruption,if possible. Terminal sections of pipe that are joined within the insertion pit shall be connected with a 1/4"thick neoprene gasket and a stainless steel band clamp having a minimum of 4 bolt/nut drawn down fixtures. The butt gap between pipe ends shall not exceed 1/2". The installed pipe shall be allowed the manufacturer's recommended amount of time, but not less than 24 hours, for relaxation prior to any reconnection of service lines, sealing of the annulus, or backfilling the insertion pit. Sufficient excess length shall be allowed to provide for this occurrence. 3.4 Service Connections: All service connections shall be identified, excavated, and disconnected prior to pipe bursting. After the new main has been pulled into place, allowed to recover, and secured to the manhole walls, each service shall be reconnected to the new main. Services shall be connected by the use of an approved pre-fabricated saddle. The pre-fabricated saddle shall be equipped with a neoprene gasket installed between the saddle and the liner pipe so that a complete water seal is accomplished when the two-piece saddle is placed around the polyethylene pipe and pulled together with stainless steel bands. Drill hole in main shall be flush with the inside diameter of the saddle. Continuous service shall be maintained. 027618 Page 2 of 4 Rev.3-25-2015 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 3.5 Annulus Sealing: The relaxed pipe shall be cut 4"inside of manholes and any annular space sealed. The annular space may be sealed with a mechanical device, chemical seal,or quick-setting concrete. The method chosen shall be approved by the Engineer prior to construction. The sealant shall extend at least 8-inches past the outside of the manhole wall. The sealant shall form a smooth transition above the liner projection into the manhole. The sealant shall be applied 3" beyond the annulus on the inside wall of the manhole. The complete joint shall be uniform and water-tight. 3.6 Backfill: The insertion pit(s) shall be backfilled with an approved granular material from the invert to a minimum of 12" above the pipe. The balance of the insertion pit may be backfilled using approved material taken from the excavation.All backfilling shall be accomplished in such a manner as to achieve a 95% Standard Proctor density. 3.7 By-Pass Wastewater Flows:It shall be the responsibility of the Contractor to maintain continuous flow of wastewater, during execution of work. This includes flow of all mains, laterals, and services. Pumps and by-pass lines shall be of adequate capacity to handle all flows. Dumping of raw sewage on private or city property shall not be allowed.By-pass shall be made by pumping the sewage into the downstream manhole or adjacent system, or other methods as may be approved by the Owner and the Engineer. All bypass pumping must be per City Standard Specification Section 027200 "Control of Wastewater Flows." 4. DELIVERY, STORAGE AND HANDLING OF MATERIALS: The Contractor shall be responsible for all handing and security of the materials. 5. CLEANUP: The Contractor shall clean up the area around the work area and restore surface improvements to a like or better condition as existed prior to construction. All pavement shall be repaired as specified. All broken pipe and other unwanted material shall become property of the Contractor and hauled off and disposed by the Contractor. 6. TELEVISION INSPECTION: Television inspection of pipeline shall be performed by experienced personnel, in accordance with City Standard Specification 027611. Television inspection shall be per the following: Post Construction video DVD of each wastewater line shall include voice description and stationing of each service indicated. Data and stationing shall be visually displayed on video. By-pass or diversion of flow shall be done by the Contractor as necessary to obtain acceptable video. 027618 Page 3 of 4 Rev.3-25-2015 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C If any portion of the inspection DVD be deemed inadequate by the City,the Contractor shall re-video that portion to the satisfaction of the City at no additional expense to the City. DVDs of all work shall be furnished to the City prior to acceptance of work. One copy shall become property of The City and retained by the City. 7. TESTING: After the proposed line has been completed, internally inspected with video camera and record as required. DVD shall be furnished to the City prior to acceptance of work. Manholes and services are to be tested as described elsewhere. 8. MEASUREMENT AND PAYMENT: Unless indicated otherwise in the Bid Form, Wastewater Rehabilitation / Pipebursting will be measured by the linear foot for each size and depth range installed. Payment shall include,but not be limited to, all materials, labor, equipment and incidentals required for(other than pavement repair) trenching,installing the new line,surface restoration,clean-up,televised inspection,and other work as may be required. 027618 Page 4 of 4 Rev.3-25-2015 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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. CleariRg—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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C SECTION 028320 CHAIN LINK FENCE 1. DESCRIPTION This specification governs for the design, construction, and the requirements of the component parts and accessories for chain link fence. 2. MATERIALS All materials shall meet the requirements as indicated below or as otherwise specified on the plans. 1. Fabric - The fabric width shall be as shown on the plans. The fabric shall be 9 gage wire woven into 2-inch mesh hot-dip galvanized after fabrication. Fabric 48 inches and under shall be furnished with knuckling at one selvage and twisting and barbing at the other. Fabric 60 inches high and over shall have twisting and barbing on both selvages. Except as herein provided, chain link fence fabric shall conform to the specifications of ASTM Designation: A392, Class I. 2. Barbed Wire - Barbed wire shall conform to ASTM A121, unless specified otherwise. Barbed wire shall consist of three strands of 121/2 gage wire with 14 gage point barbs spaced approximately 5 inches apart. Galvanizing for barbed wire shall conform to ASTM Designation: A121, Class 2. 3. Posts, Braces and Gates - Steel pipe used for posts, braces and gate frames shall conform to the specifications of ASTM Designation: A120. Steel sections shall be of good commercial quality weldable steel. Posts, frames and braces shall be as specified below or as otherwise specified. (a) Line Posts 1. 2-inch nominal diameter steel pipe. 2. 17/8-inch 2�/4-inch "H" section of high carbon steel; minimum weight 4.1 pounds per linear foot. (b) End and Corner Posts 1. 21/2" nominal diameter steel pipe. 2. 2�/2" square tubular steel; minimum weight 5.79 pounds per linear foot. 028320 Page 1 of 4 Rev.10-30-2014 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C (c) Swing Gate Posts Swing and gate posts shall conform to ASTM Designation: A120 and shall be in the following sizes: Pipe Size Square (O.D. Nominal) Tubular Gate Lente 2.875 in. 2.5 in. Up to 6 feet 4.0 in. 3.0 in. 7 feet to 12 feet 6.625 in. - 13 feet and above (d) Gate Frames Gate frames shall be standard heavy type, welded, watertight, rigid frame with adequate internal bracing and tension members to prevent sagging. Furnish hinges, latches, stops, keepers and similar items as approved. Gates to swing open 180 degrees with keepers to hold gates in open position. Furnish latches with provisions for padlocking. On gates of 4-foot length or less, provide latches that automatically engage when gate is swung shut. The size of gate frame members shall be as follows unless otherwise specified. Gates shall be provided with a positive means of maintaining the gate in the closed position. O. D. or Dimensions,Nominal Use and Section Round Square Frame for fabric 6' and less, and leaf widths not exceeding 8' 1.66" 1.5" Frame for fabric over 6' or gate leafs over 8'width 1.9" 2.0" Internal braces 1.66" 1.5" Top rails and post braces 1.66" - 4. Top Rails - Top rails shall be 1.66 inches O.D. nominal tubular; lengths of not less than 18 feet conforming to ASTM Designation: A120 and shall be fitted with couplings for connecting the lengths into a continuous run. The couplings shall be not less than 6 inches long, with 0.070 inch minimum wall thickness, and shall allow for expansion and contraction of the rail. The top rail shall pass through the base of line post barbed wire extension arm and fasten securely to terminal posts. 028320 Page 2 of 4 Rev.10-30-2014 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 5. Bracin; - Bracing shall be provided for each gate, corner, pull and end post for use when top rail is omitted or with fabric over 6 feet, and shall consist of round tubular steel, 1.66 inches O.D. nominal conforming to ASTM Designation: A120. Bracing shall extend to each adjacent line post at approximately mid-height of the fabric. A truss consisting of a rod not less than 3/8 inch nominal diameter from the line post back to the gate, corner, pull or end post with a turnbuckle or other approved method of adjustment shall also be included. 6. Barbed Wire Extension Arm - Use standard 45 degree, 3 wire, barbed wire extension arms on posts, except end and gate posts on which use standard post top. Provide hole for top rail. Barbed wire extension arms shall conform to ASTM Designation: A153. 7. Tension Wire - If top rail is not specified, a top tension wire shall be provided. Spiraled or crimped tension wire shall be not less than 47 gage and shall conform to ASTM Designation: Al 16, Class 3. Ties or clips shall be provided for attaching each wire to the fabric at intervals not exceeding 2 feet. 8. Stretcher Bars - Stretcher bars shall not be less than 3/16 by 3/4 inch steel conforming to ASTM Designation: A153. Stretcher bars shall not be less than 2 inches shorter than the full height of the fabric with which they are used. One stretcher bar shall be provided for each gate and end post and two for each corner and pull post. 9. Ties, Bands or Clips - Ties of 9 gage steel wire shall be provided in sufficient number for attaching the fabric to all line posts at intervals not exceeding 15 inches. Bands or clips of adequate strength shall be provided in sufficient number for attaching the fabric and stretcher bars to all terminal posts at intervals not exceeding 15 inches. Tension bands and brace bands shall be formed from flat or beveled steel and shall have a minimum thickness of 0.115 inch and a minimum width of 7/8 inch, and shall conform to ASTM Designation: A153. 3. CONSTRUCTION METHODS Maximum post spacing shall be 10 feet unless specified otherwise. Concrete footings shall be Class "A" Concrete (see City Standard Specification Section 030020 "Portland Cement Concrete") of the following dimensions: Type Fabric Hole Hole Post of Post Hecht Diameter Depth Embedment Line 3'-4' 6" 24" 21" Line 5' 8" 30" 27" Line 6'-12' 9" 38" 36" Terminal 3'-5' 10" 32" 30" Terminal 6'-12' 12" 38" 36" 028320 Page 3of4 Rev.10-30-2014 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Erect fencing to follow natural ground surface, but adjust minor irregularities in grade as directed. Construct fence to true alignment. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, chain link fence shall be measured by the linear foot of fence measured at the bottom of the fabric along the centerline of fence from center to center of terminal posts, excluding gates. Gates will be measured per each gate, complete in place. Payment shall be by the linear foot, as measured above, for the height specified unless otherwise specified. Gates will be paid for as measured above and as described in the Bid Form unless otherwise specified. Payment shall be full compensation for furnishing and installing all materials, and for all labor, tools, equipment and incidentals required to construct the fence as required by the plans and these specifications. 028320 Page 4 of 4 Rev.10-30-2014 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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+an_ 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" Bar or Largor—Plan Dimon. ; 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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(F) of the joint shall be filled with joint sealing material. Finished j oints 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 contactwith 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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 job 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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 subjectto 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: E4183828-270D-48AF-84E8-1 D9969DC332C (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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C 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: E4183828-270D-48AF-84E8-1 D9969DC332C Tolu — o w c APPENDIX 1 GEOTECHNICAL REPORT DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C ;.,// lfl f MOST/ �lr!u��r��.�yf�^��� �%���I��%/%//rii/ I I DocuS"gn Envelope IF,E4183828-270D 48AF-84E8-1D9969DC332C I IIII It� II � I r I / I I I I I I � I I I � I I r J � � I � I I I I � I / I / l , I I i I I I I I >I / I / I yl I I r I I t r f o � � i / L r. I I I I I � I I I I � I I r � I I 1 I I II I I I I I I I r I II r , I I ,1 11 t , I t,, I I l 1 I I I I I I I I / I I I I I I . 1 I . I r I . 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I I � I I I I I I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Tolunay-Wong*Engineers, Inc. 826 South Padre Island Drive • Corpus Christi,Texas 78416 Phone(361)884-5050 November 8, 2019 City of Corpus Christi P.O. Box 9277 Corpus Christi, Texas 78469 Attn: Ms. Marisa Alaniz, E.I.T. Ref. Geotechnical Engineering Services 18023A Junior Beck Drive—Dead End to Bear Lane and Extension to Old Brownsville Road Corpus Christi, Texas TWE Project No. 19.53.040/Report No. 24027 Dear Ms. Alaniz, Tolunay-Wong Engineers, Inc. (TWE) is pleased to submit this report of our geotechnical field and laboratory testing study for the above referenced project. This report contains a detailed description of the field program and laboratory services performed for this study as well as soil boring logs for the proposed Junior Beck Drive — Dead End to Bear Lane and Extension to Old Brownsville Road Reconstruction in Corpus Christi,Texas. We appreciate the opportunity to work with you on this phase of the project and look forward to the opportunity of providing additional services as the project progresses. If you have any questions or comments regarding this report or if we can be of ftirther assistance,please contact us. Sincerely, TOLUNAY-WONG ENGINEERS,INC. Texas Board of'Pq% ssional Engineers Firm Registration Number F-000124 Justin M. B c,"116n Don R. Rokohl, P. Geotechnical Staff Engineer Branch Manager JB/DRWjb DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C TABLE OF CONTENTS 1 INTRODUCTION AND PROJECT DESCRIPTION 1-1 1.1 Introduction 1-1 1.2 Project Description 1-1 2 PURPOSE AND SCOPE OF SERVICES 2-1 3 FIELD PROGRAM 3-1 3.1 Soil Borings 3-1 3.2 Drilling Methods 3-1 3.3 Soil Sampling 3-1 3.4 Boring Logs 3-2 3.5 Groundwater Measurements 3-2 4 LABORATORY SERVICES 4-1 5 SITE AND SUBSURFACE CONDITIONS 5-1 5.1 General 5-1 5.2 Site Description and Surface Conditions 5-1 5.3 Subsurface Conditions 5-1 5.4 Groundwater Observations 5-4 5.5 Shrink/Swell Potential 5-4 6 GEOTECHNICAL DESIGN RECOMMENDATIONS 6-1 6.1 Discussion 6-1 6.2 Trench Excavation and Braced Excavation 6-1 7 PAVEMENT DESIGN RECOMMENDATIONS 7-1 7.1 Discussion 7-1 7.2 New Pavement Sections 7-1 7.3 Pavement Section Material 7-5 7.4 Pavement Maintenance 7-7 8 LIMITATIONS AND DESIGN REVIEW 8-1 8.1 Limitations 8-1 8.2 Design Review 8-1 8.3 Construction Monitoring 8-1 8.4 Closing Remark 8-1 TWE Project No. 19.53.040 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C TABLES AND APPENDICES TABLES Table 4-1 Laboratory Testing Program 4-1 Table 5-1 Groundwater Observations 5-2 Table 5-2 General Relationship Between PI and Shrink/Swell Potential 5-3 Table 6-1 Guidelines for Maximum Allowable Slopes 6-1 Table 7-1 Flexible Pavement Design Values for 30 Year Design 7-2 Table 7-2 Recommended Minimum Typical Flexible Pavement Design 7-2 Table 7-3 Rigid Pavement Design Values for 30 Year Design 7-4 Table 7-4 Recommended Minimum Typical Rigid Pavement Thicknesses for 30 Year Design 7-4 APPENDICES Appendix A: Soil Boring Location Plan TWE Drawing No. 19.53.040-1 Appendix B: Log of Project Borings and a Key to Terms and Symbols used on Boring Logs Appendix C: Apparent Earth Pressure Diagram - Braced Trench Analysis Appendix D: Traffic Information from City of Corpus Christi TWE Project No. 19.53.040 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 1 INTRODUCTION AND PROJECT DESCRIPTION 1.1 Introduction This report presents the results of our geotechnical engineering services performed for the proposed 18023A Junior Beck Drive — Dead End to Bear Lane Reconstruction and Extension to Old Brownsville Road in Corpus Christi, Texas. Our geotechnical services were conducted in accordance with TWE Proposal No. P19-C053R1, dated May 8, 2019, and authorized by Task Orders Nos. 20 and 29 in accordance with Master Services Agreement for Geotechnical and Construction Materials Testing (Project No. 17101U). 1.2 Project Description The project will involve complete reconstruction of Jr. Beck Drive from the current dead end to Bear Lane and an extension out to Old Brownsville Road in Corpus Christi, Texas with either a flexible (asphalt) or rigid (concrete) pavement section as well as possible replacement of underground utilities as needed. Jr. Beck Drive from the dead end to Bear Lane is about 2,690 feet long with an asphalt surface and the extension to Old Brownsville Road from the current dead end is approximately 1,600 feet. Visual observations indicate the street is in very poor condition with asphalt cracking, patches, uneven lanes, and major settlement at the curb lines. We understand that the road receives a mixture of mostly commercial and residential vehicular traffic. The results of a traffic count of all vehicles on Jr. Beck Drive during March 6, 2019 and March 7, 2019 (24-hour period) were provided by the City of Corpus Christi. TWE Project No. 19.53.040 1-1 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 2 PURPOSE AND SCOPE OF SERVICES The purpose of our geotechnical engineering services was to provide the geotechnical information needed to assist the Client in the design and construction of reconstructed roadway and new extension cross sections. Our scope of services performed for the project consisted of: 1. Drilling fourteen (14) soil borings to depths of 7-ft. to 25-ft. below existing grade to evaluate subsurface stratigraphy and groundwater conditions; 2. Performing geotechnical laboratory tests on recovered soil samples to evaluate the physical and engineering properties of the strata encountered. 3. Providing geotechnical design recommendations for the proposed full roadway reconstruction and extension in accordance with the AASHTO Guide for Design and Pavement Structures including suitable flexible and rigid pavement sections for a 30-year service period, layer material types, layer material thickness and subgrade support characteristics. Several thickness combinations of each pavement component will be considered as well as options for either lime stabilization or use of geogrid as a substitute for lime stabilization. A locally available crushed concrete will be considered as a substitute for crushed limestone as flexible base material; 4. Providing geotechnical design recommendations for the proposed underground utility installations including OSHA soil classifications and soil design parameters for trench excavation and braced excavation design; and, 5. Providing geotechnical construction considerations including site and subgrade preparation, in-place soil stabilization, fill and backfill placement, compaction requirements, and overall quality control inspection, monitoring and testing guidelines. Our scope of services did not include any environmental assessments for the presence or absence of wetlands or of hazardous or toxic materials within or on the soil, air or water within this project site. Any statements in this report or on the boring logs regarding odors, colors or unusual or suspicious items or conditions are strictly for the information of the Client. A geological fault study was also beyond the scope of our services associated with this geotechnical engineering study. TWE Project No. 19.53.040 2-1 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 3 FIELD PROGRAM 3.1 Soil Borings TWE conducted an exploration of subsurface soil and groundwater conditions at the current Jr. Beck Drive phaseon July 11, 2019 and the extension phase on October 10, 2019 by drilling and sampling a total of fourteen (14) soil borings (seven borings per phase) to depths of 6-ft to 25-ft. below existing grade at time of the field program. The soil borings were located along outer edges of the southbound and northbound lanes as well as the agricultural field for the proposed extension location in Corpus Christi, TX. The boring locations are presented on TWE Drawing No. 19.53.040-1 in Appendix A of this report. Our field personnel coordinated the field activities and logged the boreholes. The boring locations were marked at the site by TWE. The final latitude and longitude coordinates for the borings were determined using a hand-held GPS unit and are presented on the boring logs in Appendix B of this report. 3.2 Drilling Methods Field operations were performed in general accordance with the Standard Practice for Soil Investigation and Sampling by Auger Borings [American Society for Testing and Materials (ASTM) D 1452]. The soil borings were drilled using truck-mounted drilling equipment using dry-auger and wet rotary drilling methods. Samples were obtained continuously from existing pavement surface to a depth of 12-ft., at the 13-ft. to 15-ft. depth interval, and at intervals of 5-ft. thereafter until the boring completion depths were reached. 3.3 Soil Sampling Fine-grained, cohesive soil samples were recovered from the soil borings by hydraulically pushing 3-in diameter, thin-walled Shelby tubes a distance of about 24-in. The field sampling procedures were conducted in general accordance with the Standard Practice for Thin-Walled Tube Sampling of Soils (ASTM D 1587). Our geotechnician visually classified the recovered soils and obtained field strength measurements using a pocket penetrometer. The samples were extruded in the field, wrapped in foil, placed in moisture sealed containers and protected from disturbance prior to transport to the laboratory Cohesionless and semi-cohesionless soil samples were collected from the soil borings with the standard penetration test(SPT) sampler driven 18-in. by blows from a 140-lb. hammer falling 30- in. in accordance with the Standard Test Method for Standard Penetration Test (SPT) and Spilt- Barrel Sampling of Soils (ASTMD 1586). The number of blows required to advance the sampler three (3) consecutive 6-in depths are recorded for each corresponding sample on the boring logs. The N-value, in blows per foot, is obtained from SPTs by adding the last two (2) blow count numbers. The compactness of cohesionless and semi-cohesionless samples are inferred from the N-value. The samples obtained from the split-barrel sampler were visually classified, placed in moisture sealed containers and transported to our laboratory. The recovered soil sample depths with corresponding pocket penetrometer values and SPT blow- counts are presented on the boring logs in Appendix B. TWE Project No. 19.53.040 3-1 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 3.4 Boring Logs Our interpretations of general subsurface soil and groundwater conditions at the boring locations are included on the boring logs. Our interpretations of the soil types throughout the boring depth and the locations of strata changes were based on visual classifications during field sampling and laboratory testing in accordance with Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) (ASTM D 2487) and Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) (ASTMD 2488). The boring logs include the type and interval depth for each sample along with its corresponding pocket penetrometer measurement or SPT blow-counts. The boring logs and a key to terms and symbols used on boring logs are presented in Appendix B. 3.5 Groundwater Measurements Groundwater level measurements were attempted in the open boreholes during dry-auger drilling. Water level readings were attempted in the open boreholes when groundwater was first encountered and after a fifteen (15) minute time period. The groundwater observations are summarized in Section 5.4 of this report entitled "Groundwater Observations." TWE Project No. 19.53.040 3-2 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 4 LABORATORY SERVICES A laboratory testing program was conducted on selected samples to assist in classification and evaluation of the physical and engineering properties of the soils encountered in the project borings. Laboratory tests were performed in general accordance with ASTMInternational standards. The types of laboratory tests performed are presented in Table 4-1. A brief description of the testing methods is listed below. Table 4-1. Laboratory Testing Prograrn Test Description Test Method Amount of Material in Soils Finer than No. 200 Sieve ASTM D 1140 Water(Moisture) Content of Soil ASTM D 2216 Density (Unit Weight) of Soil Specimens ASTM D 7263 Liquid Limit, Plastic Limit and Plasticity Index of Soils ASTM D 4318 Unconsolidated Undrained Triaxial Compressive Strength of Cohesive ASTM D 2850 Soil UU Amount of Materials in Soils Finer than No. 200 (75-um) Sieve (ASTM D 1140) This test method determines the amount of materials in soils finer than the No. 200 (75-µm) sieve by washing. The loss in weight resulting from the wash treatment is presented as a percentage of the original sample and is reported as the percentage of silt and clay particles in the sample. Water(Moisture) Content of Soil by Mass (ASTM D 2216) This test method determines water (moisture) content by mass of soil where the reduction in mass by drying is due to loss of water. The water (moisture) content of soil, expressed as a percentage, is defined as the ratio of the mass of water to the mass of soil solids. Moisture content may provide an indication of cohesive soil shear strength and compressibility when compared to Atterberg Limits. Density(Unit Weight) of Soils (ASTM D 7263) This test method determines the weight per unit volume of soil, excluding water. Dry unit weight is used to relate the compactness of soils to volume change and stress-strain tendencies of soils when subjected to external loadings. Liquid Limit, Plastic Limit and Plasticity Index of Soils (ASTM D 4318) This test method determines the liquid limit, plastic limit and the plasticity index of soils. These tests, also known as Atterberg limits, are used from soil classification purposes. They also provide an indication of the volume change potential of a soil when considered in conjunction with the natural moisture content. The liquid limit and plastic limit establish boundaries of consistency for plastic soils. The plasticity index is the difference between the liquid limit and plastic limit. TWE Project No. 19.53.040 4-1 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Unconsolidated Undrained Triaxial Compressive Strength of Cohesive Soil(ASTM D 2850) This test method determines the compressive strength of cohesive soil when subjected to strain- controlled axial load as the sample is subjected to a confining stress. The confining stress generally is that stress the sample is subjected to in the in-situ state. The test method provides an approximate value of shear strength of cohesive materials in terms of confined unconsolidated undrained(UU) stresses. Soil properties including moisture content, unit weight, Atterberg Limits, grain size distribution, penetration resistance, various types of shear strength are presented on the project boring logs in Appendix B. TWE Project No. 19.53.040 4-2 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 5 SITE AND SUBSURFACE CONDITIONS 5.1 General Our interpretations of soil and groundwater conditions within the project site are based on information obtained at the soil boring locations only. This information has been used as the basis for our geotechnical information included in this report. Subsurface conditions may vary at areas not explored by the borings. Significant variations at areas not explored by the soil borings will require reassessment of our geotechnical engineering information. 5.2 Site Description and Surface Conditions The project site is located along Jr. Beck Drive from the dead end to Bear Lane Road as well as the agricultural field between the dead end of Jr. Beck Drive to Old Brownsville Road in Corpus Christi, Texas. At the time of our field investigation, the boring locations were covered with existing asphalt and grass. 5.3 Subsurface Soil Stratigraphy and Properties Our interpretations of surface and subsurface conditions within the project site are based on information obtained at the project boring locations shown on TWE Drawing No. 19.53.040-1 provided in Appendix A. Existing asphalt was encountered at the surface of borings B-1 thru B-7 drilled for the project, underlain by existing flexible base material. The thickness of the existing asphalt over an underlying base material varied from 3-in to 6-in while the underlying flexible base material varied from 6-in. to 9-in. The material beneath the flexible base layers for B-1 thru B-7 generally consisted of stiff to hard fat clay with sand (CH) that extended to a minimum depth of 6 feet which was the termination depth of borings B-2, B-3, B-4, B-6, and B-7. Borings B-1 and B-5 were drilled to a depth of 25-feet. The soil stratigraphy at boring B-5 generally consisted of stiff to very fat clay with sand (CH) to a depth of 23-feet and becomes very stiff fat clay (CH) to the completion depth of 25-feet. The subsurface stratigraphy encountered in boring B-lconsisted of very stiff fat clay with sand (CH) to a depth of 10-feet and transitions to very stiff lean clay with sand (CL) to a depth of 18.5-ft. Below this depth, medium dense silty sands (SM) were encountered to a depth of 22-ft. Stiff fat clay with sand (CH) were then encountered for the remaining 3-ft to completion depth of 25-ft. The general soil stratigraphy encountered by borings B-8 through B-14 consists of very stiff to hard fat clay with sand (CH) for the upper 3-ft to 5-ft which then transitions to very stiff to hard fat clay (CH) for the remaining depths of the shallow 6-ft borings, with the exception of B-8 which encountered very dense clayey sand (SC) in the upper 3-ft that transitions to very stiff to hard fat clay (CH) for the remaining depth of the boring. The soil stratigraphy encountered in borings B-9 and B-13 generally consisted of very stiff to hard fat clays (CH) and fat clays with sand (CH) for the entire depth of 25-ft. Results of Atterberg limits on selected cohesive soil samples of the soils recovered from the project borings indicate liquid limits ranging from 52 to 87 with corresponding plasticity indices ranging from 29 to 65. Based on this plasticity index range, most of the clay soils encountered in the project borings are considered to have high to very high plasticity. In-situ moisture contents of the samples ranged from 18% to 38% at the time of our field program. The amount of material passing the No. 200 sieve ranged from 67%to 92%. TWE Project No. 19.53.040 5-1 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C The results for cohesionless and semi-cohesionless soils recovered from the project borings indicate a liquid limit of 38 with a corresponding plasticity index of 24 and a moisture content ranging from 11% to 24%. The amount of material passing the No. 200 sieve ranged from 31% to 35%. Based on this plasticity index , these semi-cohesionless soils have medium plasticity. Application of a phenolphthalein indicator solution to the subgrade samples did not indicate any presence of lime in the soil. Undrained shear strengths derived from field pocket penetrometer readings ranged from 1.5-tsf to 4.5+ -tsf for cohesive soils and 4.5+ -tsf for semi-cohesionless soil. Undrained shear strengths derived from laboratory unconsolidated undrained triaxial compressive strength testing (UU) ranged from 1.12-tsf to 6.81-tsf with corresponding dry unit weights ranging from 83-pcf to 111- pcf for cohesive soils and 116-pcf for semi-cohesionless soils. Detailed descriptions of the soils encountered at the boring locations are presented on the boring logs in Appendix B. 5.4 Groundwater Observations Groundwater measurements were attempted in the project borings during dry-auger drilling. Free groundwater was encountered in multiple borings shown in Table 5-1 below. Table -1 Groundwater Observations Bore Depth Encountered (ft) Depth after 15-mins (ft) B-1 20 12.5 B-9 23 21.7 B-13 20 17.3 The remaining borings did not encounter groundwater during the field exploration. Groundwater levels may fluctuate with climatic and seasonal variations and should be verified before construction. Accurate determination of the static groundwater level is typically made with a standpipe piezometer. Installation of a piezometer to evaluate the long-term groundwater condition was not included within the current scope of services. TWE Project No. 19.53.040 5-2 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 5.5 Shrink / Swell Potential The tendency for a soil to shrink and swell with change in moisture content is a function of clay content and type which are generally reflected in soil consistency as defined by Atterberg Limits. A generalized relationship between shrink/swell potential and soil plasticity index (PI) is shown in Table 5-2 below. Table 5-2 General Relationship Between PI and ShrinktSw ll Potential P.I. Range Shrink/Swell Potential 0- 15 Low 15 -25 Medium 25 -35 High >35 Very High The amount of expansion that will actually occur with increase in moisture content is inversely related to the overburden pressure. Therefore, the larger the overburden pressure, the smaller the amount of expansion. Near-surface soils are thus most susceptible to shrink/swell behavior because they experience low magnitude of overburden. Overall, the cohesive clay soils at this site possess high to very high shrink/swell potential. TWE Project No. 19.53.040 5-3 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 6 GEOTECHNICAL DESIGN RECOMMENDATIONS 6.1 Discussion The project consists of complete reconstruction of Jr. Beck Drive and the addition of a new extension from the dead end to Old Brownsville Road in Corpus Christi, Texas with either a flexible (asphalt) or rigid (concrete) pavement section as well as replacement of underground utilities as needed. Recommendations for new flexible (asphalt) and rigid (concrete) pavement sections are provided below. Recommendations for the proposed underground utility installations including OSHA soil classifications and soil design parameters for trench excavation and braced excavation are also provided below. Additionally, earthwork recommendations are provided in Section 7 of this report entitled "Earthwork Considerations". 6.2 Trench Excavation and Braced Excavation Excavations deeper than 5-ft. (utility trenches, foundation/structure excavations, etc.) require sloped sidewalls or an adequate retention system to protect workers from cave-ins. The current Occupational Safety and Health Administration (OSHA) Standards (29 CFR, Part 1926, Subpart P), include provisions for the design of sloped sidewalls and benched trench excavations in single or multiple-layer soils less than 20-ft., in lieu of bracing and shoring. The regulations specify maximum slope declivities contingent on the soil type: Type A, Type B, or Type C. The OSHA Soil Type Classification for the subsurface soils encountered at the soil boring locations to a depth of 20-ft. measured from existing ground surface at time of field exploration is Type C. It should be noted that the contractor's "competent person" shall make the final determination of the OSHA Soil Type during excavation of the soils at the job site. A guideline for the maximum allowable slopes during construction provided by OSHA Standard (1926 Subpart P App. B) is presented in the Table 6-1 below. Flattened slopes could be required in the event surcharge load(s) including moving traffic are placed within a distance less than the height of the slope from the top of slope. Table 6A: Guidelines for Maximum Allowabl Slopes Soil or Rock Type Max. Allow. Slopes (H:V)(1) for Excavation Less Than 20-ft. Yp Deep(3) Stable Rock Vertical(90°) Type A(2) 3/4:1 (53°) Type B 1:1 (45°) Type C 1 /z:1 (34°) Notes: (1)Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. (2)A short-term maximum allowable slope of'/2 H: 1V(63°)is allowed in excavations in Type A soil that are 12-ft. or less in depth. Short-term maximum allowable slopes for excavations greater than 12-ft.in depth shall be 3/4 H: 1V(53°). (3)Sloping or benching for excavations greater than 20-ft.deep shall be designed by a registered professional engineer. TWE Project No. 19.53.040 6-1 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C The trench shield (box), if used as a temporary retention system, should be designed by the contractor to withstand lateral loads imposed by the specific soil conditions. An apparent earth pressure diagram provided in Appendix C can be used for analysis of strut loads in the trench shield. The apparent earth pressure diagram presented in Appendix C assumes that the excavation will be dewatered if groundwater is present. Presence of groundwater could require slopes to be flattened beyond the maximum allowable slopes presented above. The soil stratigraphy and groundwater conditions encountered during excavation could vary from those observed in the project borings or characterized herein. The contractor should collect additional subsurface information as deemed necessary to determine if the existing conditions are representative of those described herein. Experienced personnel should monitor all excavations and retaining structures on a continual basis to ensure that the performance of the retention system being used meets or exceeds OSHA requirements. Any deficiencies noticed should be corrected immediately. TWE Project No. 19.53.040 6-2 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 7 PAVEMENT DESIGN RECOMMENDATIONS 7.1 Discussion The project consists of a complete reconstruction for Jr. Beck Drive from the dead end to Bear Lane as well as the extension from the dead end to Old Brownsville Road. Jr. Beck Drive and the extension consists of two (2) lanes one southbound and one northbound. Other improvements may include existing utilities replacement. Our geotechnical design and construction recommendations for the proposed roadways are included in the sections below. 7.2 New Pavement Sections The methods used in our pavement analysis can be found in the AASHTO, Guide for Design of Pavement Structures. Data from traffic studies performed on March 6, 2019 and March 7, 2019 (24 hours period) by Maldonado-Burkett, LLP for the City of Corpus Christi were used to estimate traffic conditions for design purposes using a 30-year design life. An annual traffic growth rate of 0.5% was used for Jr. Beck Drive and its extension in accordance with city requirements. 7.2.1 Flexible Pavement Design The primary design requirements needed for flexible pavement design according to the Pavement Design Guide include the following: • Material Layer Coefficient; • Soil Resilient Modulus,psi; • Serviceability Indices; • Drainage Coefficient; • Overall Standard Deviation; • Reliability, %; and, • Design Traffic, 18-kip Equivalent Single Axle Load (ESAL) • Design Average Daily Traffic (ADT) • Design % Truck The design values used for our analyses are presented in Table 7-1 on the following page for 30- yr design life. TWE Project No. 19.53.040 7-1 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Table 7-1 Flexible Pavement Design Values for 30 year Design, Description Value Design ADT and% Truck(') Average Daily Traffic(ADT) 762 /o Truck 4.70 Hot Mix Asphalt Concrete (HMAC), Type D 0.44 HMAC, Type B 0.40 Material Coefficients Crushed Limestone (Type A, Grade 2 or better) [CLS] 0.14 Crushed Concrete (CC) 0.12 Lime Stabilized Subgrade (LSS) 0.08 Compacted Subgrade 0.035 Serviceability Indices Initial 4.2 Terminal 2.5 Soil Resilient Modulus 3,100-psi Drainage Coefficient 1.0 Overall Standard Deviation 0.45 Reliability 90% Design Traffic, 18-kip Equivalent Single Axle Load(ESAL) 2,663,615 Structural Number Required 5.49 (1) The Average Daily Traffic and the % truck were determined by using the traffic data provided by City of Corpus Christi. Detailed traffic data provided by the City are presented in Appendix D of this report. The maximum ADT and%Truck were used to conduct our pavement analyses. Table 7-2 Recommended Minimur Typical Flexible Pavement Thicknesses for 30 Year Design Pavement HMAC, HMAC, CLB CC LSS CS SN Option Type D Type B A 2.5-in 4.0-in 16.0-in --- 8.0-in --- 5.58 B 4.0-in 3.5-in 12.0-in --- 8.0-in --- 5.49 C 3.5-in 3.5-in --- 16.0-in 8.0-in --- 5.50 D 3.0-in 4.0-in --- 16.0-in 8.0-in --- 5.49 E 3.5-in 4.0-in 12-in* --- --- 12.0-in 5.66 F 3.0-in 4.0-in 16-in --- --- 12.0-in 5.58 G 3.5-in 3.5-in --- 12.0-in** --- 12.0-in 5.52 H 4.0-in 3.5-in --- 16.0-in --- 12.0-in 5.50 TWE Project No. 19.53.040 7-2 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C (*) A single layer of geogrid (Tensar TX-5 or equivalent) installed at the bottom of the crushed limestone layer. (**)A single layer of geogrid (Tensat TX-5 or equivalent) installed at the bottom and at the midheight of the crushed concrete layer. HMAC= Hot Mix Asphalt Concrete CLB = Crushed Limestone Base ((CoCC) Section 025223, Flexible Base) CC = Crushed Concrete (TxDOT Item 247, Type D, Grade 2 or better) LSS =Lime Stabilized Subgrade CS = Compacted Subgrade SN= Structural Number Pavement Options A through H involve full depth reconstruction or construction of the roadway through the use of new imported materials. The existing pavement materials would be completely removed followed by lime stabilization, if selected, and/or compaction of the subgrade, placement and compaction of new imported crushed limestone base or crushed concrete base (flexible base material) with or without geogrid(s), and placement and compaction of hot mix asphalt concrete. 7.2.2 Rigid Pavement Design The primary design requirements needed for rigid pavement design according to the AASHTO Guide include the following: • 28-day Concrete Modulus of Rupture,psi; • 28-day Concrete Elastic Modulus,psi; • Effective Modulus of Subgrade Reaction,pci (k-value); • Serviceability Indices; • Load Transfer Coefficient; • Drainage Coefficient; • Overall Standard Deviation; • Reliability, %; and, • Design Traffic, 18-kip Equivalent Single Axle Load (ESAL) The design values used for our analyses are presented in Table 7-3 on the next page for 30-yr design life. TWE Project No. 19.53.040 7-3 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Table 7-3 Rigid Pavement Desi n Values for 3q Year Design Description Value 28-day Concrete Modulus of Rupture 620-psi 28-day Concrete Elastic Modulus 5,000,000-psi Effective Modulus of Subgrade Reaction 300-pci Serviceability Indices Initial 4.5 Terminal 2.5 Load Transfer Coefficient Continuously Reinforced 2.6 Plain 2.9 Drainage Coefficient 1.0 Overall Standard Deviation 0.39 Reliability 90% Design Traffic, 18-kip Equivalent Single Axle Load(ESAL) 3,371,243 Table 7-4 below provides the recommended minimum typical rigid pavement sections derived from our analysis using the AASHTO Pavement Design Guide. Table 7-4 Recommended Minimumlypical Rigid,Pavement Thicknesses foo 30 Year Desi n Pavement Option PCC CLB CS Continuously Reinforced 8.0-in 7.0-in 12.0-in Plain 8.5-in 7.0-in 12.0-in. PCC =Portland Cement Concrete CLB = Crushed Limestone Flexible Base (CoCC Section 025223, Flexible Base ) CS = Compacted Subgrade 7.3 Pavement Section Material Hot Mix Asphalt Concrete (HMAC) HMAC should conform to Item 340/341, "Dense-Graded Hot-Mix Asphalt" of the Texas Department of Transportation (TxDOT) 2014 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges. The HMAC should provide a minimum tensile strength (dry) of 85 to 200 psi when tested in accordance with TxDOT Test Method Tex-226-F, and should be compacted at 92% to 96% of the theoretical density as determined from the asphaltic mixture design prepared in accordance with TxDOT Test Method Tex-207-F "Determining Density of Compacted Bituminous Mixtures". TWE Project No. 19.53.040 7-4 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Portland Cement Concrete (PCC) PCC should be provided in accordance with TxDOT Item 421 "Hydraulic Cement Concrete", 2014. Concrete should be designed to meet a minimum average flexural strength (modulus of rupture) of at least 620-psi at 28-days or a minimum average compressive strength of 4,500-psi at 28-days. Reinforcing steel consisting of deformed steel rebar should be used in accordance with TxDOT Item 440 "Reinforcing Steel." The first few loads of concrete should be checked for slump, air and temperature on start-up production days to check for concrete conformance and consistency. Concrete should be sampled and strength test specimens [two (2) specimens per test] prepared on the initial day of production and for each 400-yd2 or fraction thereof of concrete pavement thereafter. At least one (1) set of strength test specimens should be prepared for each production day. Slump, air and temperature tests should be performed each time strength test specimens are made. Concrete temperature should also be monitored to ensure that concrete is consistently within the temperature requirements. Crushed Limestone Base (CLB) CLB should conform to City of Corpus Christi Standard Construction Specification (CoCC) Section 025223 "Flexible Base" and should be moisture conditioned to -2% to +2% of the optimum moistures and compacted to at least 98 percent of the maximum dry densities determined by Modified Proctor (ASTM D 1557) and Standard Proctor (ASTM D 698) for flexible pavement sections and rigid pavement sections, respectively. Crushed Concrete (CO CC should conform to TxDOT Item 247, Type D, Grade 1 or 2 and should be compacted in the same manner as CLB. Lime-Stabilized Subgrade (LSS) Lime stabilization of the subgrade soils is recommended for flexible pavement sections included in Tables 7-1 and 7-2 above. Proper preparation and lime stabilization of the roadway subgrade will improve long-term pavement performance by reducing plasticity of the clay soils, increasing their load carrying capacity, and improving their workability. After completion of necessary stripping and clearing, the exposed soil subgrade should be carefully evaluated by probing and testing. Any unsuitable material (shell, gravel, organic material, wet, soft or loose soil) still in place should be removed. The exposed soil subgrade should be further evaluated by proofrolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing at least 20-tons to ensure that soft or loose material does not exist beneath the exposed soils. Proofrolling procedures should be observed routinely by a TWE Project No. 19.53.040 7-5 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C qualified representative of TWE. Any undesirable material revealed should be removed and replaced in a controlled manner with soils similar in classification or select fill. Once final subgrade elevation is achieved and prior to placement of crushed limestone base material or crushed concrete, the exposed surface of the pavement subgrade soil should be scarified to a depth of 8-in and mixed with hydrated lime in conformance with TxDOT Item 260 "Lime Treatment(Road-Mixed)". It is estimated that 7% hydrated lime by dry unit weight of soil will be required. Assuming an in-place unit weight of 120-pcf for the roadway subgrade soils, 7% lime by dry unit weight equates to about 50-lbs of lime per square yard of treated subgrade. The actual quantity of lime required should be determined after the roadway alignment is stripped and subgrade soils are exposed by use of a laboratory soil treatability study. Lime used during chemical stabilization should be Type A hydrated lime or Type B commercial slurry. The lime stabilized subgrade should be compacted to a minimum 95% of the maximum dry density as determined by Standard Proctor (ASTM D 698) at a moisture content within the range of 4% above optimum. Lime stabilization should extend at least I-ft beyond the roadway edge to reduce effects of seasonal shrinking and swelling. In areas where hydrated lime is used for stabilization, routine sampling and Atterberg limit tests should be performed to verify the resulting plasticity index of the stabilized mixture is at/or below 20. Mechanical lime stabilization of the roadway subgrade will not prevent normal seasonal movement of the underlying untreated materials. Therefore, good perimeter surface drainage with a minimum 2% slope away from the roadway is recommended. Compacted Subgrade (CS) After completion of necessary stripping and clearing, the exposed soil subgrade should be carefully evaluated by probing and testing. Any unsuitable material (shell, gravel, and organic material, wet, soft or loose soil) still in place should be removed. The exposed soil subgrade should be further evaluated by proofrolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing at least 20-tons to ensure that soft or loose material does not exist beneath the exposed soils. Proofrolling procedures should be observed routinely by a qualified representative of TWE. Any undesirable material revealed should be removed and replaced in a controlled manner with soils similar in classification or select fill. Once final subgrade elevation is achieved and prior to placement of crushed limestone base or crushed concrete material, the exposed surface of the pavement subgrade soil should be scarified to a depth of 12-in. and compacted in two, 6-in lifts, each to a minimum 95% of the maximum dry density as determined by Standard Proctor (ASTM D 698) at a moisture content within the range of 3% above optimum. Crushed limestone base or crushed concrete material should be promptly placed on the compacted, tested, and accepted subgrade. TWE Project No. 19.53.040 7-6 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 7.4 Pavement Maintenance Periodic maintenance of the roadway should be performed over the life of the pavement structure. Maintaining the roadway to prevent infiltration of water into the crushed limestone base or crushed concrete base material and subgrade soils is essential. Allowing water to infiltrate these materials will result in high maintenance costs and premature failures. TWE Project No. 19.53.040 7-7 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 8 LIMITATIONS AND DESIGN REVIEW 8.1 Limitations This report has been prepared for the exclusive use of City of Corpus Christi and the project team for specific application to the design and construction of the proposed 18023A Junior Beck Drive — Dead End to Bear Lane Reconstruction and Extension to Old Brownsville Road project. Our report has been prepared in accordance with the generally accepted geotechnical engineering practice common to the local area. No other warranty, express or implied, is made. The geotechnical information contained in this report is based on the data obtained from the referenced subsurface explorations at the project site. The soil borings indicate subsurface conditions only at the specific locations, time and depth penetrated. The soil borings do not necessarily reflect strata variations that could exist at other locations within the project site. If any changes in the nature, design or location of the project are planned, the geotechnical information contained in this report should not be considered valid unless the changes are reviewed, and the geotechnical information modified or verified in writing by TWE. TWE is not responsible for any claims, damages or liability associated with interpretation or reuse of the subsurface data or geotechnical information without the expressed written authorization of TWE. 8.2 Design Review Review of the design and construction drawings as well as the specifications should be performed by TWE before release. The review is aimed at determining if the geotechnical design and construction recommendations contained in this report have been properly interpreted. Design review is not within the authorized scope of work for this study. 8.3 Construction Monitoring Construction surveillance is recommended and has been assumed in preparing our recommendations. These field services are required to check for changes in conditions that may result in modifications to our recommendations. The quality of the construction practices will affect performance of the project structures and should be monitored. TWE would be pleased to provide construction monitoring, testing and inspection services for the project. 8.4 Closing Remarks We appreciate the opportunity to be of service during this phase of the project and we look forward to continuing our services during the construction phase and on future projects. TWE Project No. 19.53.040 8-1 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C APPENDIX A SOIL BORING LOCATION PLAN TWE DRAWING NO. 19.53.040-1 TWE Project No. 19.53.040 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID E4183828 27OD 48AF 84E8 1 D9969DC332C VICINITY MAP II OCA,TOP r I�N i)LP Irk lA I.... ��� '✓ J'4p/��/, ' !� coPVRiGNT92015 GOGGLE MAP.ALL RIGHTS RESERVED. SOIL BORING COORDINATES BORING DEPTH LATITUDE LONGITUDE B-1 25' 27° 45' 49.5" N 97° 28' 11.3" W U/ B-2 6' 27° 45' 44.9" N 97' 28' 09.5" W B-3 6' 27° 45' 39.6" N 97' 28' 08.7" W G B-4 6' 27° 45' 34.4" N 97° 26' 08.7" W / B-5 25' 27° 45' 28.9" N 97. 2B' 08.4" W B-6 6' 27° 45' 23.0" N 970 28' 08.7" W B-7 6' 27° 45' 18.1" N 970 2B' 08.2" W LEGEND SYMBOL DESCRIPTION Dra wn J.N.S. 07/12/2019 TIaw111n� - on Engineers,[1��� 11 Checked D.R.R. 0711212019 Approved D.R.R. 0711212019 TWE Boring Location Plan Junior Beck Drive—Dead End to Bear Lane Scale N.T.S. Corpus Christi, Texas WPYW GHT 02015 GOOGLE EARTH.ALL RIGHTS RESERVED. TIME DRAWING NO. 19.53.040-1 DocuSign Envelope ID:E4183828-270D-48AF-84E8-1D9969DC332C DocuSign Envelope ID E4183828 270D 48AF 84E8 1 D9969DC332C VICINITY MAP 565 n WPVRIGHT 02015GOOGLE MAP.ALL RIGHTS RESERVEd. SOIL BORING COORDINATES BORING DEPTH LATITUDE LONGITUDE B-8 5' 27° 45' 17.0" N 97° 28' 08.7" W B-9 25' 27° 45' 14.3" N 97° 28' 08.1" W B-10 5' 27° 45' 11.4" N 97° 28' 08.4" W B-11 5' 27° 45' 08.8" N 97° B-12 5' 27° 45' 05.7" N 97° 28' 08.0" W B-13 25' 27° 45' 03.1" N 970 28' 08.3" W B-14 5' 27° 45' 01.4" N 970 28' 07.2" W r LEGEND SYMBOL DESCRIPTION T Tolunay-Wong Engineers, [tic. l Drawn MXM 10/02/2019 0 Checked J.B 10/22/2019 TWE Boring Location Plan Approved J.B 1012212019 Junior Beck Drive—Roadway extension Scale N.T.S. supplemental Corpus Christi, Texas TWE DRAWING NO. 19.53.040-1 �Pvw BHT o zou Go`d`GLE EARTH.ALL RfGHTs RESER6eo DocuSign Envelope ID:E4183828-270D-48AF-84E8-1D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C APPENDIX B LOG OF PROJECT BORING AND A KEY TO TERMS AND SYMBOLS USED ON BORING LOGS TWE Project No. 19.53.040 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-1 PROJECT: Junior Beck Dr.-Dead End to Bear Lane CLIENT: City of Corpus Christi Corpus Christi.Texas Corpus Christi, Texas. COORDINATES: N 27'45'49.5" N Y z F a v z �$ >N. L Q o �o u) SURFACE ELEVATION: --- w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w W FL Z) z j [--o a a m D Au ered: 0.0-ft. to 20.0-ft. Y W z v � z Z) `n o a z z U) cn w w w wQ g Dry 9 Up aU Oz Z) d az 2iw W OU) U- 2Of U) Wash Bored: 20.0-ft.to 25.0-ft. a~ o f ° } a °P J a s`� o a MATERIAL DESCRIPTION a~ U L 0 6"asphalt underlaid by 6" base material Very stiff dark gray FAT CLAY with SAND(CH)with iron (P)3.25 23 oxide stains (P)2.75 27 95 73 52 2.63 3.7 (2) 83 -color changes to light gray -color changes to tan and becomes stiff (P)2.50 5 (P)2.50 28 93 82 -becomes very stiff with abundant calcareous nodules (P)3.25 10 Very stiff tan LEAN CLAY with SAND(CL) (P)2.75 18 111 41 29 2.81 14.8 (10) 71 -becomes stiff (P)2.50 15 Medium dense tan and reddish brown SILTY 6/6" 24 35 20 SAND(SM)with clay pockets and iron oxide stains 8/6" Stiff tan and reddish brown FAT CLAY with SAND(CH) with iron oxide stain and calcareous nodules (P)2.25 22 99 1.12 6.8 (20) 75 25 - Bottom @ 25' 30 J35 COMPLETION DEPTH: 25 ft REMARKS: Free water was encountered at a depth of 20.0-ft.below the existing grade during DATE BORING STARTED: 07-11-2019 dry auger drilling,After a 15 minute waiting period, water was at a depth of 12.5-ft. DATE BORING COMPLETED: 07-11-2019 At completion of drilling and sampling, the open borehole was back filled with soil LOGGER: C. Hughes cuttings and asphalt patch. PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-2 PROJECT: Junior Beck Dr.-Dead End to Bear Lane CLIENT: City of Corpus Christi Corpus Christi.Texas Corpus Christi, Texas. COORDINATES: N 27'45'44.9" N Y z F a v W 97°28' 09.5"W z� �$ ^L >N z Q o �o u) SURFACE ELEVATION: --- w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w wQ g Dry 9 Up aU Oz Z) d az 2iw Of OU) U- 2Of U) Wash Bored: to o~ o f o } a o P J a s`� [-- a MATERIAL DESCRIPTION a~ U L 0 4"asphalt underlaid by 8"of base material Stiff gray FAT CLAY with SAND(CH)with calcareous (P)2.00 30 91 82 nodules (P)2.50 -color changes to tan with iron oxide stains (P)2.25 23 98 57 37 1.71 7.6 (4) 80 5 Bottom @ 6' _10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 07-11-2019 drilling and sampling,the open borehole was back filled with soil cuttings and DATE BORING COMPLETED: 07-11-2019 asphalt patch. LOGGER: C. Hughes PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-3 PROJECT: Junior Beck Dr.-Dead End to Bear Lane CLIENT: City of Corpus Christi Corpus Christi.Texas Corpus Christi, Texas. COORDINATES: N 27'45' 39.6" N Y z F a v W 97°28' 08.7"W z� �$ ^L >N z Q o �o u) SURFACE ELEVATION: --- w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w wQ g Dry 9 Up aU Oz Z) d az 2iw Of OU) U- 2Of U) Wash Bored: to o~ o f o } a o P J a s`� [-- a MATERIAL DESCRIPTION i~ U) L 0 6"of asphalt underlaid by 6"of base material Stiff dark gray FAT CLAY(CH) (P)2.00 32 -with calcareous nodules (P)1.75 33 88 1.19 1.9 (2) 90 -color changes to light gray with iron oxide stains and (P)2.00 5 calcareous nodules Bottom @ 6' _10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 07-11-2019 drilling and sampling,the open borehole was back filled with soil cuttings and DATE BORING COMPLETED: 07-11-2019 asphalt patch. LOGGER: C. Hughes PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-4 PROJECT: Junior Beck Dr.-Dead End to Bear Lane CLIENT: City of Corpus Christi Corpus Christi.Texas Corpus Christi, Texas. COORDINATES: N 27'45' 34.4" N Y z F a v W 97°28' 08.7"W z� �$ ^L >N z Q o �o u) SURFACE ELEVATION: --- w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w wQ g Dry 9 Up aU Oz Z) d az 2iw Of OU) U- 2Of U) Wash Bored: to o~ o f o } a o P J a s`� [-- a MATERIAL DESCRIPTION a~ U L 0 6"of asphalt underlaid by 6"of base material Hard dark gray FAT CLAY with SAND(CH)with (P)4.50+ 24 101 71 49 6.81 2.7 (2) 84 calcareous nodules (P)4.50+ -color changes to light gray and becomes very stiff with (P)3.75 23 102 85 5 iron oxide stains Bottom @ 6' _10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 07-11-2019 drilling and sampling,the open borehole was back filled with soil cuttings and DATE BORING COMPLETED: 07-11-2019 asphalt patch. LOGGER: C.Hughes PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-5 PROJECT: Junior Beck Dr.-Dead End to Bear Lane CLIENT: City of Corpus Christi Corpus Christi.Texas Corpus Christi, Texas. COORDINATES: N 27'45'28.9" N Y z F a v W 97°28' 08.4"W z� �$ ^L >N z Q o �o u) SURFACE ELEVATION: --- w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w W FL Z) z j [--o a a m D Au ered: 0.0-ft. to 25.0-ft. Y W z v � z Z) `n o a z z U) cn w w w wQ g Dry 9 Up aU Oz Z) d az 2iw Of OU) U- 2Of U) Wash Bored: to o~ o f o } a o P J a s`� [-- a MATERIAL DESCRIPTION i~ U) L 0 6"of asphalt underlaid by 6"of base material Stiff dark gray FAT CLAY with SAND(CH) (P)2.50 31 (P)2.00 -color changes to light gray with calcareous nodules (P)2.25 30 92 1.21 14.6 (4) 84 5 -color changes to tan and reddish brown (P)2.00 -with iron oxide stains (P)2.25 25 99 60 38 83 10 (P)2.25 (P)3.50 25 99 1.31 15.0 (12) 81 15 -becomes very stiff (P)3.25 20 Very stiff tan and reddish brown FAT CLAY(CH) (P)4.00 24 101 52 37 2.76 12.6 (20) 92 25 Bottom @ 25' 30 35 COMPLETION DEPTH: 25 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 07-12-2019 drilling and sampling,the open borehole was back filled with soil cuttings and DATE BORING COMPLETED: 07-12-2019 asphalt patch. LOGGER: C. Hughes PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-6 PROJECT: Junior Beck Dr.-Dead End to Bear Lane CLIENT: City of Corpus Christi Corpus Christi.Texas Corpus Christi, Texas. COORDINATES: N 27'45'23.0" N Y z F o a v W 97°28' 08.7"W z� �$ ^L >N z Q o �o u) SURFACE ELEVATION: --- w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w wQ g Dry 9 Up aU Oz Z) d az 2iw Of OU) U- 2Of U) Wash Bored: to o~ o f o } a o P J a s`� [-- a MATERIAL DESCRIPTION i~ U) L 0 4"of asphalt underlaid by 8"of base material Stiff dark gray FAT CLAY(CH) (P)1.50 38 83 -with calcareous nodules (P)1.50 37 85 75 49 1.23 8.3 (2) 87 -color changes to light gray with iron oxide stains (P)1.75 5 Bottom @ 6' 10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 07-12-2019 drilling and sampling,the open borehole was back filled with soil cuttings and DATE BORING COMPLETED: 07-12-2019 asphalt patch. LOGGER: C.Hughes PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-7 PROJECT: Junior Beck Dr.-Dead End to Bear Lane CLIENT: City of Corpus Christi Corpus Christi.Texas Corpus Christi, Texas. COORDINATES: N 27°45' 18.1" N Y z F a v W 97°28' 08.2"W z� �$ ^L >N z Q o �o u) SURFACE ELEVATION: --- w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w wQ g Dry 9 Up aU Oz Z) d az 2iw Of OU) U- 2Of U) Wash Bored: to o~ o f o } a o P J a s`� [-- a MATERIAL DESCRIPTION i~ U) L 0 3"of asphalt underlaid by 9"of base material Very stiff dark gray FAT CLAY with SAND(CH)with (P)3.00 32 roots (P)2.00 -becomes stiff with calcareous nodules and iron oxide stains (P)2.00 33 87 1.34 12.8 (4) 83 5 Bottom @ 6' _10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 07-12-2019 drilling and sampling,the open borehole was back filled with soil cuttings and DATE BORING COMPLETED: 07-12-2019 asphalt patch. LOGGER: C.Hughes PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-8 PROJECT: Junior Beck Drive-Extension CLIENT: City of Corpus Chrsiti Corpus Christi,Texas Corpus Christi, Texas COORDINATES: N 27'45' 17.0" Y z F o a v W 97°28' 08.7" Zv °$ �L F Z Q o Fo CO Of u) SURFACE ELEVATION: w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w 0 g g Dry 9 Up aC Oz Z) d az 2iw Of OU) U) Of U) Wash Bored: to o~ o f o } a o P J LLI a ,`� o a MATERIAL DESCRIPTION a~ U L 0 Very dense brown CLAYEY SAND(SC)with (P)4.5+ 11 116 38 24 31 Y.!X calcareous nodules and gravel Very stiff gray and brown FAT CLAY(CH) (P)3.75 -becomes hard and color changes to tan (P)4.5+ 24 101 88 5 Bottom @ 6' _10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 10-10-2019 drilling and sampling,the open borehole was back filled with soil cuttings. DATE BORING COMPLETED: 10-10-2019 LOGGER: B.Leang PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-9 PROJECT: Junior Beck Drive-Extension CLIENT: City of Corpus Chrsiti Corpus Christi,Texas Corpus Christi, Texas COORDINATES: N 27'45' 14.3" Y z F a v W 97°28' 08.1" z� °—° —L Uj z Q o Fo CO Of u) SURFACE ELEVATION: w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w W FL Z) z j [--o a a m D Au ered: 0.0-ft. to 23.0-ft. Y W z v � z Z) `n o a z z U) cn w w w wQ g Dry 9 Up aU Oz Z) d az 2iw W OU) U) Of U) Wash Bored: 23.0-ft.to 25.0-ft. a~ o f ° } a °P J a s`� o a MATERIAL DESCRIPTION a~ U L 0 Hard brown FAT CLAY with SAND(CH)with layers (P)4.5+ 22 90 85 -with calcareous nodules (P)4.5+ Very stiff gray FAT CLAY(CH) (P)3.0 29 93 74 54 2.62 2.7 (4) 91 5 -becomes hard with iron oxide stains (P)4.5+ -becomes very stiff and color changes to tan (P)3.25 27 93 88 10 -becomes stiff (P)2.5 -becomes very stiff (P)3.0 25 101 66 50 2.06 6.1 (12) 92 15 -with slickenslides (P)3.75 20 (P)4.25 24 101 89 25 Bottom @ 25' -30- -35- COMPLETION DEPTH: 25 ft REMARKS: Free water was encountered at a depth of 23.0-ft.below existing grade during dry DATE BORING STARTED: 10-10-2019 auger drilling.After a 15 minute waiting period,water was at a depth of 21.7-ft.At DATE BORING COMPLETED: 10-10-2019 completion of drilling and sampling,the open borehole was back filled with soil LOGGER: B.Leang cuttings. PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-10 PROJECT: Junior Beck Drive-Extension CLIENT: City of Corpus Chrsiti Corpus Christi,Texas Corpus Christi, Texas COORDINATES: N 27'45' 11.4" Y z F a v W 97°28' 08.4" z� °—° —L Uj z Q o Fo CO Of u) SURFACE ELEVATION: w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w 0 g g Dry 9 Up aC Oz Z) d az 2iw Of OU) U) xOf U) Wash Bored: to o~ o f o } a o P J LLI a ,`� o a MATERIAL DESCRIPTION a~ U L 0 Hard brown FAT CLAY with SAND(CH)with layers (P)4.5+ 18 67 -with calcareous nodules (P)4.5+ (P)4.5+ 21 78 54 83 5 Bottom @ 6' -10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 10-10-2019 drilling and sampling,the open borehole was back filled with soil cuttings. DATE BORING COMPLETED: 10-10-2019 LOGGER: B.Leang PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-11 PROJECT: Junior Beck Drive-Extension CLIENT: City of Corpus Chrsiti Corpus Christi,Texas Corpus Christi, Texas COORDINATES: N 27'45' 08.6" Y z F a v W 97°28' 08.0" z� °—° —L Uj z Q o Fo CO Of u) SURFACE ELEVATION: w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w 0 g g Dry 9 Up aC Oz Z) d az 2iw Of OU) U) Of U) Wash Bored: to o~ o f o } a o P J LLI a ,`� o a MATERIAL DESCRIPTION a~ U L 0 '; Hard brown FAT CLAY with SAND(CH) (P)4.5+ 20 91 77 54 72 Hard brown FAT CLAY(CH)with calcareous nodules (P)4.5+ 22 101 88 (P)4.5+ 5 Bottom @ 6' -10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 10-10-2019 drilling and sampling,the open borehole was back filled with soil cuttings. DATE BORING COMPLETED: 10-10-2019 LOGGER: B.Leang PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-12 PROJECT: Junior Beck Drive-Extension CLIENT: City of Corpus Chrsiti Corpus Christi,Texas Corpus Christi, Texas COORDINATES: N 27'45' 05.7" Y z F o a v W 97°28' 08.0" z� °—° —L Uj z Q o Fo CO Of u) SURFACE ELEVATION: w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w 0 g g Dry 9 Up aC Oz Z) d az 2iw Of OU) U) Of U) Wash Bored: to o~ o f o } a o P J LLI a ,`� o a MATERIAL DESCRIPTION a~ U L 0 Hard brown FAT CLAY with SAND(CH)with (P)4.5+ 19 98 85 calcareous nodules (P)4.5+ Very stiff tan FAT CLAY(CH)with calcareous nodules (P)3.75 26 97 2.51 2.6 (3) 89 5 Bottom @ 6' -10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 10-10-2019 drilling and sampling,the open borehole was back filled with soil cuttings. DATE BORING COMPLETED: 10-10-2019 LOGGER: B.Leang PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-13 PROJECT: Junior Beck Drive-Extension CLIENT: City of Corpus Chrsiti Corpus Christi,Texas Corpus Christi, Texas COORDINATES: N 27'45' 03.1" Y z F o a v W 97°28' 08.3" z� °—° —L Uj z Q o Fo CO Of u) SURFACE ELEVATION: w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w W FL Z) z j [--o a a m D Au ered: 0.0-ft. to 20.0-ft. Y W z v � z Z) `n o a z z U) cn w w w wQ g Dry 9 Up aU Oz Z) d az 2iw W OU) U- 2Of U) Wash Bored: 20.0-ft.to 25.0-ft. a~ o f ° } a °P J a s`� o a MATERIAL DESCRIPTION a~ U L 0 Hard brown FAT CLAY(CH)with calcareous nodules (P)P 4.5+ (P)4.5+ 24 95 87 65 86 -with sand seams and layers (P)4.5+ 5 -becomes stiff and color changes to tan with iron oxide (P)2.0 30 93 1.26 8.8 (6) 88 stains (P)1.75 10 -becomes very stiff (P)3.25 28 95 71 51 90 (P)3.25 15 (P)3.5 28 95 2.10 10.1 (16) 92 20 (P)3.0 25 Bottom @ 25' -30- -35- COMPLETION DEPTH: 25 ft REMARKS: Free water was encountered at a depth of 20.0-ft.below existing grade during dry DATE BORING STARTED: 10-10-2019 auger drilling.After a 15 minute waiting period,water was at a depth of 17.3-ft.At DATE BORING COMPLETED: 10-10-2019 completion of drilling and sampling,the open borehole was back filled with soil LOGGER: B.Leang cuttings. PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C LOG OF BORING B-14 PROJECT: Junior Beck Drive-Extension CLIENT: City of Corpus Chrsiti Corpus Christi,Texas Corpus Christi, Texas COORDINATES: N 27'45' 01.4" Y z F o a v W 97°28' 07.2" z� °—° —L Uj z Q o Fo CO Of u) SURFACE ELEVATION: w w F w U)= Q z w o w Uj F w DRILLING METHOD: w> w—�° w Q o o w � FL Z) z j of o a a m D Au ered: 0.0-ft. to 6.0-ft. Y of z v � z Z) `n o a z z U) cn w w w 0 g g Dry 9 Up aC Oz Z) d az 2iw Of OU) U) Of U) Wash Bored: to o~ o f o } a o P J LLI a ,`� o a MATERIAL DESCRIPTION a~ C L 0 Hard brown FAT CLAY(CH) (P)4.5+ 23 97 87 65 88 (P)4.5+ -becomes stiff and color changes to gray with (P)2.25 34 87 89 5 calcareous nodules Bottom @ 6' _10- -15- -20- -25- -30- -35- 20 25 30 35 COMPLETION DEPTH: 6 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 10-10-2019 drilling and sampling,the open borehole was back filled with soil cuttings. DATE BORING COMPLETED: 10-10-2019 LOGGER: B.Leang PROJECT NO.: 19.53.040 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C KEY TO SYMBOLS AND TERMS USED ON BORING LOGS FOR SOIL Most Common Unified Soil Sampler Symbols Meaning Classifications System Symbols Pavement core Lean Clay(CL) Well Graded Sand(SW) IA ' Thin-walled tube sample Lean Clay w/Sand(CL) r: Well Graded Sand w/Gravel(SW-GM) Standard Penetration Test(SPT) u � Sandy Lean Clay(CL) f a Poorly Graded Sand(SP) Auger sample u Z Sampling attempt with no recovery f 7 i"T ® Fat Clay(CH) ,::I Poorly Graded Sand w/Silt(SP-SM) TxDOT Cone Penetrometer Test Fat Clay w/Sand(CH) Silt(ML) Field Test Data 2.50 Pocket penetrometer reading in tons per square foot Sandy Fat Clay(CH) ®Elastic Silt(MH) (T)1.13 Torvane Measurement in tons per square foot 8/6" Blow count per 6-in.interval of the Standard Silty Clay(CL-ML) Elastic Silt w/Sand(MH-SP) Penetration Test 7 Observed free water during drilling Sandy Silty Clay(CL-ML) Silty Gravel(GM) s Observed static water level Laboratory Test Data Silty Clayey Sand(SC-SM) j j Clayey Gravel(GC) We(%) Moisture content in percent �. Dens.(pcf) Dry unit weight in pounds per cubic foot � Clayey Sand(SC) � • '_�Well Graded Gravel(GW) Qu(tsf) Unconfined compressive strength in tons per square ti foot Sandy Silt(ML) .` Well Graded Gravel w/Sand(SP-GM) t UU(tsf) Compressive strength under confining pressure in �40 tons per square foot Silty Sand(SM) Poorly Graded Gravel(GP) Str.(%) Strain at failure in percent Silt w/Sand(ML) ®Peat LL Liquid Limit in percent I L 14 I PI Plasticity Index #200(%) Percent passing the No.200 mesh sieve Miscellaneous Materials ( ) Confining pressure in pounds per square inch m, Fill Concrete Asphalt and/or Base * Slickensided failure ^N�' L 0 Did not fail @ 15%strain RELATIVE DENSITY OF CONSISTENCY OF COHESIVE SOILS COHESIONLESS&SEMI-COHESIONLESS SOILS The following descriptive terms for consistency apply to cohesive The following descriptive terms for relative density apply to soils such as clays,sandy clays,and silty clays. cohesionless soils such as gravels,silty sands,and sands as well as semi-cohesive and semi-cohesionless soils such as sandy silts,and clayey sands. Typical Typical Pocket Compressive SPT"N 6o" Typical Relative N60 Penetrometer(tsStrength(tsl) Consistency Value Range** Density Value Range* pp<0.50 qu<0.25 Very soft <2 Very Loose 0-4 0.50<pp<0.75 0.25<qu<0.50 Soft 3-4 0.75<pp<1.50 0.50<qu<1.00 Firm 5-8 Loose 5-10 1.50<pp<3.00 1.00<qu<2.00 Stiff 9-15 Medium Dense 11-30 q 2.00< <4.00 V Stiff 16-30 Dense 31-50 3.00<pp<4.50 u � Very Dense Over 50 pp>—4.50 qu>4.00 Hard >31— *N60 is the number of blows from a 140-1b weight having a free **An"N6o"value of 31 or greater corresponds to a hard consistency. fall of 30-in.required to penetrate the final 12-in.of an 18-in. The correlation of consistency with a typical SPT"N60"value range sample interval,corrected for field procedure to an average energy is approximate. ratio of 60%(Terzaghi,Peck,and Mesri,1996). Tolunay-WongEngineers,Inc. REVISION DATE 1-5-12 GEOSYSTEM 0 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C APPENDIX C APPARENT EARTH PRESSURE DIAGRAM - BRACED TRENCH ANALYSIS TWE Project No. 19.53.040 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C : 0 H H 0.5 ,, O�.25 L Done By: Notes: oluna -Wongn ince " file., J.M.B. Apparent Earth Pressure Diagram Checked By: P = 45 * H Jr. Beck Dr. - Old Brownsville Rd. to Bear Lane Corpus Christi, Texas D.R.R 19.53.040 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C APPENDIX D TRAFFIC INFORMATION FROM CITY OF CORPUS CHRISTI TWE Project No. 19.53.040 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope lD:E4183828-270D-48AF-84E8-1D9969DC332C 1101 t v pp�� SIV Maldonado-Burkett,LLP 3833 South Stapies St.Suite N214 Corpus Christi,Texas,78411 Count Name:Jr Beck Rd-Dead End to Bear Ln 361 236-4611 Site Code: Start Date:03/06/2019 Page No:1 Direction Southbound Start Time Lights Mediums Articulated Trucks Total 11:00 AM 36 5 4 45 12:00 PM 64 5 1 70 1:00 PM 53 4 3 60 2:00 PM 32 8 0 40 3:00 PM 37 4 4 45 4:00 PM 35 7 3 45 5:00 PM 21 2 3 26 6:00 PM 13 2 2 17 7:00 PM 5 0 2 7 8:00 PM 1 2 0 3 9:00 PM 2 0 0 2 10:00 PM 0 0 0 0 11:00 PM 0 0 1 1 03/07/2019 12:00 AM 0 0 0 0 1:00 AM 0 0 1 1 2:00 AM 1 0 0 1 3:00 AM 30 0 3 4:00 AM 9 0 0 9 5:00 AM 35 3 1 39 6:00 AM 44 0 0 44 7:00 AM 117 3 1 121 8:00 AM 55 2 3 60 9:00 AM 56 6 2 64 10:00 AM 44 1 0 5 59 Total 663 63 36 762 Total% 87.0 8.3 4.7 100.0 AM Times 7:00 AM 9:00 AM 6:00 AM 7:00 AM AM Peaks 117 6 0 121 PM Times 500 PM 2:00 PM 12:00 PM 5:00 PM PM Peaks 21 8 1 26 DocuSign Envelope ID:E4183828-270D-48AF-84E8-1D9969DC332C II01 t v pp�� SIV Maldonado-Burkett,LLP 3833 South Stapies St.Suite N214 Corpus Christi,Texas,78411 Count Name:Jr Beck Rd-Dead End to Bear Ln 361 236-4611 Site Code: Start Date:03/06/2019 Page No:2 Direction Northbound Start Time Lights Mediums Articulated Trucks Total 11:00 AM 46 1 2 49 12:00 PM 52 2 4 58 1:00 PM 34 1 1 36 2:00 PM 56 0 2 58 3:00 PM 35 1 1 37 4:00 PM 47 1 0 48 5:00 PM 106 2 0 108 6:00 PM 17 2 1 20 7:00 PM 4 0 0 4 8:00 PM 4 1 1 6 9:00 PM 4 0 0 4 10:00 PM 0 0 0 0 11:00 PM 0 0 0 0 03/07/2019 12:00 AM 0 0 0 0 1:00 AM 1 0 0 1 2:00 AM 2 2 0 4 3:00 AM 0 1 0 1 4:00 AM 1 2 0 3 5:00 AM 8 6 4 18 6:00 AM 17 6 9 32 7:00 AM 20 2 1 23 8:00 AM 32 9 0 41 9:00 AM 57 10 4 71 10:00 AM 39 6 3 48 Total 582 55 33 670 Tmel% 86.9 8.2 4.9 100.0 AM Times 7:00 AM 9:00 AM 6:00 AM 7:00 AM AM Peaks 20 10 9 23 PM Times 5:00 PM 2:00 PM 12:00 PM 5:00 PM PM Peaks 106 0 4 108 DocuSign Envelope lD:E4183828-270D-48AF-84E8-1D9969DC332C 1101 tv pp�� SIV Maldonado-Burkett,LLP 3833 South Stapies St.Suite N214 Corpus Christi,Texas,78411 Count Name:Jr Beck Rd-Dead End to Bear Ln 361 236-4611 Site Code: Start Date:03/06/2019 Page No:3 160 160 150 150 ®Lights 140 ----- ---- ---- ---- --- --- 140 M e d u m s ®Articulated 130 _ 130 Trucks 120 _ 120 110 IIIIIII 110 100 IUWIW UIV 100 90 -90 0 80 80 ..... .._. .._. I 70 UI�U i0 60 60 50 50 40 40 UIUUW 30 ._. .._. ..... 30 20 20 10 .... 10 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. r m m m m m m rn rn m r r m rn rn m m m m rn m r m m m m m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 O Time of Day DocuSign Envelope lD:E4183828-270D-48AF-84E8-1D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C TxDOT Driveway Permit Request For The City Street JUNIOR BECK DRIVE On Old Brownsville Road (FM665) Corpus Christi, Texas Owner's Representative: Amando Guerra, E.I.T. Stephen Skrobarczyk, P.E. August 4th, 2021 Job No. 37394.B9.00 ENGINEERING TBPE Firm No. 145, TBPLS Firm No. 10032400 2725 Swantner, Corpus Christi, Texas 78404 Phone(361)854-3101,Fax(361)854-6001 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Table of Contents TXDOT Driveway Permit P 2 3 22. Appendix D Traffic information (PG 4 of 4) 3 4 5 6 7 (PG 1 of 2) 28. TxDOT Safety End Treatment Detail (PG 2 of 2) 9 i 30 31 32. Driveway Demolition Plan DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Permit to Construct on • hway Right of PERMIT NUMBER: 2021-08-06-1052-02-000 JUNIOR BECK DRIVE GPS* ROADWAY REQUESTOR LATITUDE,LONGITUDE HWY NAME FM 665 27.7506°,-97.4680° FOR TxDOT'S USE CONTROL 1052 NAME ATTN: Street Department City of Corpus Christi SECTION 02 - MAILING ADDRESS 1201 Leopard St_....mm.� .._.._...... .. wdddd- CITY, STATE,ZIP CORPUS CHRISTI,TEXAS 78401 PHONE NUMBER (361) 826-2489 'GLOBAL POSITIONING SYSTEM COORDINATES AT INTERSECTION OF DRIVEWAY CENTERLINE WITH ABUTTING ROADWAY Is this parcel in current litigation with the State of Texas? ❑ YES ® NO The Texas Department of Transportation, hereinafter called the State, hereby authorizes City of Corpus Christi(c/o Urban Engineering)_. hereinafter called the Permittee, to ® construct/ ❑ reconstruct a City Street (residential, convenience retail mall,farm, etc.)access driveway on the highway right of way abutting highway number FM 665 I ........ store, reta . . .......... n Nueces County, located Approximately 606'North of the intersection of W. Point Rd.and FM 665..M.............. .....................................................r USE ADDITIONAL SHEETS AS NEEDED This permit is subject to the Access Driveway Policy described on page 2 and the following: 1. The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenance of an access driveway on the state highway right of way. 2. The Permittee represents that the design of the facilities,as shown in the attached sketch, is in accordance with the Roadway Design Manual, Hydraulic Design Manual and the access management standards set forth in the Access Management Manual (except as otherwise permitted by an approved variance). 3. Construction of the driveway shall be in accordance with the attached design sketch, and is subject to inspection and approval by the State. 4. Maintenance of facilities constructed hereunder shall be the responsibility of the Permittee, and the State reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with prior written approval of the State. 5. The Permittee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or property damage related to the driveway permitted hereunder. 6. Except for regulatory and guide signs at county roads and city streets, the Permittee shall not erect any sign on or extending over any portion of the highway right of way. The Permittee shall ensure that any vehicle service fixtures such as fuel pumps, vendor stands, or tanks shall be located at least 12 feet from the right of way line to ensure that any vehicle services from these fixtures will be off the highway right of way. 7. The State reserves the right to require a new access driveway permit in the event of: (i)a material change in land use, driveway traffic volume or vehicle types using the driveway,or(ii) reconstruction or other modification of the highway facility by the State. 8. The State may revoke this permit upon violation of any provision of this permit by the Permittee. 9. This permit will become null and void if the above-referenced driveway facilities are not constructed within six(6) months from the issuance date of this permit. 10. The Permittee will contact the State's representative Julian Ybarra, East Nueces Maintenance Supervisor telephone, ( 361 ) 289-1400 , at least twenty-four(24)hours prior to beginning the work authorized by this permit. 11. The requesting Permittee will be provided instructions on the appeal process if this permit request is denied by the State. The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction and maintenance of an access driveway 3►f�t1r•.✓ Sk"frl&-,Z Yk SNS P15 AVr+ip�,trs� �SP.�P9rT✓� FOOL 4,7tY o< e0aPlls � ay ng o way. (Property owner or owner's representative) t u aft"t Au f� mYQG"?;TT ..,0.By � � Umi"��d��";�m� a � � �---^`c. 1.../ Gam" / �'". e� District Engineer,or designee ApWval safe otTssuance as perGariance to Af�VM � District Engineer,or designee Approval — ..� Date of DenialDistrict ngineer enlaI oeiegam�..tln........ .. ,.o......... F DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Page 2 of 3 Access Driveway Policy Title 43 Texas Administrative Code(Transportation), Chapter 11 (Design), Subchapter C (Access Connections To State Highways)and the"Access Management Manual"establish policy for the granting of access and the design, materials, and construction of driveways connecting to state highways. All driveway facilities must follow this policy. To the extent there is any conflict between this permit and the policy, the policy shall control. If a proposed driveway does not comply with the access management standards, the owner may seek a variance to a requirement contained in the access management standards by contacting the local TxDOT office. TxDOT Driveway Permit Request Contact For a local contact for your TxDOT Driveway Permit Request or variance request, visit:,hftp://www.txdot.gov/inside-txdottdi strict.htmIs You can click on the section of the map closest to your location to find the local TxDOT office.You can also click on the drop down box below the map to find the district for your county. Other Conditions In addition to Items 1 thru 11 on page 1 of this permit,the facility shall also be in accordance with the attached sketch and subject to the following additional conditions stated below: The proposed driveway will be 3G-ft wide at the throat with 5G-ft radii that will tie into edge of pavement as depicted on the attached sketch.The driveway must be composed of asphalt,extend through the right-of-way and shall tie into the existing edge f pavement.The driveway shall also include one row of Tx2'Reinforced Concrete Box culvert with 6:1 Safety End Treatments as perTxDOT standard.The RCB is to be placed at the flow line of the ditch.Flow line will be determined considering the drainage structures upstream and downstream of the property.The high point on the finished driveway is to be lower than the edge of th adjacent pavement.Only the driveway is expected to drain into the right-of-way with no additional drainage from site development into TxDOT right-of-way.Traffic control measures complying with the latest edition of the Texas I anual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation.Applicant is (responsible for locating all existing utilities in the State right-of-way.We will also demolish the driveway south to meet spacing requirements. Variance Documentation Justification For a Variance request, please indicate which of the below are applicable, as required by TAC§11.52(e): ❑ a significant negative impact to the owner's real property or its use will likely result from the denial of its request for the variance, including the loss of reasonable access to the property or undue hardship on a business located on the property. an unusual condition affecting the property exists that was not caused by the property owner and justifies the request for the El variance. For the conditions selected above, provide written justification below. (Attach additional sheets, if needed) DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Page 3 of 3 For TXDOT use below: ------------------------------------------------------------------------ For Variance denials, please indicate which of the below conditions, as provided in TAC §11.52(e), were determined: ❑ adversely affect the safety,design,construction,mobility, efficient operation, or maintenance of the highway; or likely impair the ability of the state or the department to receive funds for highway construction or maintenance from the federal El government. Attachments: Sketch of Installation All Variance Documentation See page 17 for attached Exhibit DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Texas Department of Transportation Corpus Christi Area Office Commercial/Industrial Driveway Checklist & Procedure Checklist Items needed for Review: 1) Existing Site Survey, 2) Plat of Property(Existing or Proposed), 3)Site Plan, 4) Dimension Plan, 5) Drainage Area Map, 6)Grading Plan, 7) Drainage Calculations& Drainage Report (Use the updated Intensity values and correct runoff coefficient"c"value from the 2016 TxDOT Hydraulic Design Manual,see attached) 8)Completed Commercial and Industrial Driveway Access Request Form,see attached. 9)Traffic Impact Analyses Report(TIA), _10) If submitting as an Owners Representative,a signed letter or legal agreement will be needed. All the information should be signed and sealed, by the appropriate Texas Licensee(Engineer,Surveyor,Architect). Please keep in mind during your design phase that we do not allow direct surface drainage into our right-of-way and therefore all runoff should be captured onsite and if wishing to release into a TxDOT drainage road ditch or drainage system, then it shall be metered to a release rate that at maximum meets existing site conditions (with the updated values as stated in item 7 above). In addition, attached are the TxDOT Driveway Application excerpts from the different manuals that will aid you in the application, analysis,design,and calculations. T h � cr � Review will �.. cocsr�sf��o �. o fr�foc ows�� ��r�o .cous�m ��mm f oo2..C��r�c �goc r�C .f�"... Procedure: 1) After initial contact,submit all items to the Area Office, PDF email of scanned legible items. 2) Complete Submittals are recorded on our submittals list based on incoming order. 3) Review of Complete Submittal packages are made in the order they were submitted. 4) Comments are provided to Owner/Owners Representative,and the designated Licensee. 5) Re-submittals are reviewed,additional comments provided (if any). 6) If approved,TxDOT Driveway Application Form 1058 is assigned a Permit Number. 7) Final TxDOT Driveway Application is Approved by State Authorized Representative, and returned to Applicant/Owner for construction. month construction wind2r coria tht issyance datf, If neEded, 0o madditional 5 amonthcuc �my gssgsasiosa foo bf coacc:!c �po o �� �� c�wsr� oy� r � ct cofaoc �c��m o ... If you have any questions,please feel free to contact us. Respectfully, Texas Department of Transportation Corpus Christi Area Office 361-808-2500 Rev: 02-13-2019 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C x WWO.0 —i—S 6--,6u3 SVX31 (9) A3Adns 01HdVd00d01 n IISINHo SndNoo jo wj �f6Za� rJNIFJ33NIcJN3 - m (8GOZ 0N09) '(3H 3Ift �lIA3NM0!!9 & MO Ol 'Nl HV99 '80 N099 HOINnr o� n > rI r,i I o 4 I t Wa w } I I 00 05 'd1S 9NIIHOl` IN q DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C IWA URBAN ENGINEERING Job No. 3739439.00 April 28, 2021 Exhibit 1A 2.826 Acre Tract STATE OF TEXAS COUNTY OF NUECES Fieldnotes, for a 2.826 Tract of Land, being over and across the remaining portion of a 66.8839 Acre Tract,as described in a Special Warranty Deed from Armando Ortiz to Solid Rock Commercial Properties, Ltd.recorded in Document Number 2004040019,of the Official Public Records of Nueces County,Texas; said 2.826 Acre Right-of-Way Tract more fully described as follows: Beginning, at a 5/8 Inch Iron Rod with a red plastic cap stamped "URBAN ENGR CCTX" Set, on the West Right-of-Way line of Junior Beck Drive, a 60 Foot wide public roadway,being the Southeast corner of Lot 2,Block 5,Industrial Technology Park Unit 2, a map of which is recorded in Volume 67,Page 502, of the Map Records of Nueces County, Texas, for the Northwest corner of this Tract, from Whence, a 5/8 Inch Iron Rod with a plastic cap stamped "FRONTIER" Found, for the Northwest corner of the said 66.8839 Acre Tract,the Southwest corner of Lot 613,Block 2,Industrial Technology Park, a map of which is recorded in Volume 53, Page 70, of the said Map Records bears, South 89001'17" West, 575.39 Feet, thence North 01011'12" West, 599.36 Feet; Thence, North 89010'17" East, with the South line of the said Industrial Technology Park Unit 2, 60.02 Feet,to a 5/8 Inch Iron Rod with a red plastic cap stamped"URBAN ENGR CCTX" Set, on the common boundary line of the East Right-of-Way line of the said Junior Beck Drive, the West boundary line of Lot 5, Block 4, Industrial Technology Park Unit 2, a map of which is recorded in Volume 68,Page 138, of the said Map Records, for a corner of this Tract; Thence, South 01011'04" East, with the said common boundary line, 4.79 Feet, to a 5/8 Inch Iron Rod with a plastic cap stamped "NATIVE SURVEY RPLS 5874" Found, being the Southwest corner of the said Lot 5, for a corner of this Tract; Thence, North 08910'17" East, with the South boundary line of the said Lot 5, 9.98 Feet, to a 5/8 Inch Iron Rod with a red plastic cap stamped "URBAN ENGR CCTX" Set, for a corner of this Tract; Thence, over and across the remaining portion of the said 66.8839 Acre Tract, with the boundary of this Tract as follows: • South 01011'04" East, 1125.73 Feet, to a 5/8 Inch Iron Rod with a red plastic cap stamped "URBAN ENGR CCTX" Set, for the beginning of a circular curve to the Left, with a delta of 41017'55", a radius of 560.00 Feet, an arc length of 403.65 Feet, and a chord which bears South 21050'01"East, 394.96 Feet; • With said circular curve to the Left, 403.65 Feet, to a 5/8 Inch Iron Rod with a red plastic cap stamped"URBAN ENGR CCTX" Set; S:S:ASurvey ing\37394\B900E\ADMINISTRATIVE\DELIVERABLE\EX37394B900 2.826 Acres.Docx Page I of 2 OFFICE: (361)854-3101 2725 SWANTNER DR. • CORPUS CHRISTI,TEXAS 78404 FAX(361)854-6001 �?vwwv..Irb z rc r,.c:o.1 ............................................................................ ............................. TBPE Firm# 145 9 TBPLS Firm# 10032400 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C • South 42°28'59" East, 110.00 Feet,to a 5/8 Inch Iron Rod with a red plastic cap stamped"URBAN ENGR CCTX" Set; • South 87°28'59" East, 56.57 Feet, to a 5/8 Inch Iron Rod with a red plastic cap stamped"URBAN ENGR CCTX" Set, on the common boundary line of the said 66.8839 Acre Tract and the Northwest Right-of-Way line of Old Brownsville Road, a 120 Foot wide public roadway, for the Southeast corner of this Tract, from Whence, a 5/8 Inch Iron Rod Found for the Southeast corner of the said 66.8839 Acre Tract bears, North 47°31'01" East, 315.05 Feet, to the beginning of a curve to the Right, with a delta of 02°32'55", a radius of 5789.65 Feet, an arc length of 257.53 Feet, and a chord which bears North 48°47'29" East, 257.51 Feet, thence continuing with said curve to the Right, 257.53 Feet; Thence, South 47°31'01"West, with the said common boundary line, 162.99 Feet,to a 5/8 Inch Iron Rod with a red plastic cap stamped"URBAN ENGR CCTX" Set,being the Southeast corner of a 0.1028 Acre Utility Easement(surveyed the same date), for the Southwest corner of this Tract; Thence, over and across the said 66.8839 Acre Tract, with the boundary of this Tract as follows: • North 02°31'01" East, 56.56 Feet, to a 5/8 Inch Iron Rod with a red plastic cap stamped"URBAN ENGR CCTX" Set; • North 42°30'43" West, 60.00 Feet,to a 5/8 Inch Iron Rod with a red plastic cap stamped"URBAN ENGR CCTX" Set; • North 33°56'35" West, 101.13, to a 5/8 Inch Iron Rod with a red plastic cap stamped "URBAN ENGR CCTX" Set, for the beginning of a circular curve to the Right, with a delta of 36°44'47", a radius of 630.00 Feet, an arc length of 404.05 Feet, and a chord which bears, North 19°33'28" West, 397.16 Feet; • With said circular curve to the Right, 404.05 Feet, to a 5/8 Inch Iron Rod with a red plastic cap stamped"URBAN ENGR CCTX" Set; Thence,North 019 VO4"West, 1130.96 Feet,to the Point of Beginning,containing 2.826 Acres(123,111 SgFt) of Land, more or less. Grid Bearings and Distances shown hereon are referenced to the Texas Coordinate System of 1983, Texas South Zone 4205, and are based on the North American Datum of 1983(2011) Epoch 2010.00. Unless this fieldnotes description, including preamble, seal and signature, appears in its entirety, in its original form, surveyor assumes no responsibility for its accuracy. Also reference accompanying sketch of tract described herein. URBAN ENGINEERING OF TF GN S TCR r4,L BRIAN DAVID LORENT50N i op 6839 �., • « OF 0� 9,�•.rSs\ .•yo Brian D. Lorentson, R.P.L.S. License No. 6839 S:S:ASurvey ing\37394\B900E\ADMINISTRATIVE\DELIVERABLE\EX37394B900 2.826 Acres.Docx Page 2 of 2 OFFICE: (361)854-3101 2725 SWANTNER DR. • CORPUS CHRISTI,TEXAS 78404 FAX(361)854-6001 �?vwwv..Irb z rc r,.c:o.1 ............................................................................ ............................. TBPE Firm# 145 9 TBPLS Firm# 10032400 D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C , V 9 b T bu - - 1- - - 1-<, a`�4R°wbT <rc,,<.e.a, .ma.b.W, —1.1, Do.No g oRPn� PlpN�C,LTD UREWM EXHIBIT B c aee DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C r / jIrv/ � ice' vaaro c� �bLm- s� ✓ gH yr �IN 61, YTI �,,,, rRnrcr H.oanar� i PROPO `EDS IMPROVEMENTS PROPOSED STREET SECTION PROPOSED STREET SECTION. 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I> UP /�/„ r 11 /r/, ufrl /1i,'= .,, /// - c i, /�/ vo� ,L' r/�l <; s,,,y rir , d>S 'A �� /� ��/ air% oI� ;”• w #� „�',.,1�/�r��%%����%�9G %i ' r, 0rr'i wr; a � �,« l,l' � � r,,, ”,/`✓ ��� m�'„ wim,r ted' ,%���%���������%�1///l'¢ /i J / '� pr"; .I:�� i�/!i',o� / / / j/!moi✓f%'�% /G «lel ,:. tf (� r ' /ii/iira/G 1� DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C + Isla iu use sao;naaS 5uuaauibu3 jo ;uawa jodl(] n I1S/dHS sndboo JX1115 SVX31 40 311d0Hd (INV NV-Id MHO1S ONV 133HIS JNIFJ33NIJN3 o f�66ZEZl\1y � ? � 7 Miivn 111ASNM0i8V MOZ ON08) '(3M3o Ift o 410 Ol 'NI UV38 'd0 N338 HOINnr y o n ®� I o; a I � k II — Y I MI ��0 899E�d d31(� 9'lC tlS VLS P Q a�� 9bSb �f+�5 I 9198E 'l dN3 I 1,r y w OE'8£ lb d3�`�0'Cl S tl15, [ltL Y15 OCe£ jjj ll VC.. � o - -� ue Bl IbtLb Vl v CS6L+05 tl15 rc m w 9'48+OS d15 OE'8£ l d3 I 6p� o E `o p jja { u 00� $P DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Commercial and Industrial Driveway Access Request Form Date: August 3,2021 District: Corpus Christi County: Nueces Highway: FM 665 Limits: Approximately 606 feet North of intersection of W. Point Rd.and FM 665 1. Purpose of Request: Explain the need for access driveway To construct a master planned city street tie-in to FM 665 2. Proposed use of the property Operations,facilities,frequency of access use,types and sizes of vehicles for each individual year of the next three year period The driveway request is for a city street that will serve light industrial/commercial developments.ADT will be 762 with 4.70% being trucks.The surrounding sites will be served by means of a proposed driveway onto FM 665. 3. Background: Dated chronology of previous correspondence,meetings,ordiscussions about driveway access,identification of propertyzoning or approved platting,if applicable The proposed street is within existing City of Corpus Christi right of way. 4. Participant(s)in the request process: Including as applicable city,county,developers,consultants,legal counsel,etc. City of Corpus Christi Amando Guerra,E.I.T. Stephen Skrobarczyk,P.E. Urban Engineering(Representative)361-854-3101 D 5. Highway layout showing the requested access site and upstream/downstream roadway system and other associated access: Attach vicinity map(surrounding area),project location map(adjacent highway/ramps and local streets),location of access breaks(in relationship to property boundaries) See attached"Driveway Exhibit" TxDOT 08/2013 Page 1-2 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Commercial and Industrial Driveway Access Request Form ADT,number/width of lanes/shoulders,posted speed,bridge structures,utility overhead and 6. Existing roadway characteristics: underground(location/relocation),geometrics at proposed access(Sight distance,grades, vertical/horizontal curves),pavement(structure,width,and material) FM 665 is currently a 55 MPH roadway.It consists of two-12'wide lanes each way,with 11'shoulders each way.One new driveway will be constructed onto the existing road along the South side.There are no geometric concerns. 7. Proposed driveway: Proposed radii,throat width and length,entry/exit width The proposed driveway is a 30 ft.wide city street with 50 ft radii. TxDOT 08/2013 Page 2-2 DocuSign Envelope ID:E4183828-27OD-48AF-84E8-1 D9969DC332C ---- -unv aivo SM(3L'LLS18HO Snd8O3 'Ob 3l7ASNMOUS Ol0 Ol Ml FJtl39 sts 03NO3H0 is ar wzwoeoeK iwu�,< 31�Rl0)039 kNY' JNIa33NIJN3� �- 515 mo 03NDIS30 lao[�two ffi p m w av 1181HX3 AVMAIHa 104X1 [ mvemn rwadupsaa acro '....ne naa �v :Nmvaa 5 ww� o i r I 1 F x �.."IIB 3 � I a w � W^7�ua ^�^ o n !OU 311ASNMOU 010 3 o rn,r/ lr li/rl�l ifl I'�J l.a I 999Wd (INV (O I d S) 992—Xi- b 999Wd ONd 1NIOd M _ d0 NOUO3SN31Nl Ol d7 b91p d v d0 N01133S831N1.01 dl 909 `. I ° \ o2ma��3 I m> w�4 IGN / s� z I � m cr i ut .ut I 'l,• ,—I / / 9 I I II I II 1 1 I I 1 e.ne I I,i DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Table 7-1 Flexible Pavement Design Values for 30 year Design, Description Value Design ADT and% Truck(') Average Daily Traffic(ADT) 762 /o Truck 4.70 Hot Mix Asphalt Concrete (HMAC), Type D 0.44 HMAC, Type B 0.40 Material Coefficients Crushed Limestone (Type A, Grade 2 or better) [CLS] 0.14 Crushed Concrete (CC) 0.12 Lime Stabilized Subgrade (LSS) 0.08 Compacted Subgrade 0.035 Serviceability Indices Initial 4.2 Terminal 2.5 Soil Resilient Modulus 3,100-psi Drainage Coefficient 1.0 Overall Standard Deviation 0.45 Reliability 90% Design Traffic, 18-kip Equivalent Single Axle Load(ESAL) 2,663,615 Structural Number Required 5.49 (1) The Average Daily Traffic and the % truck were determined by using the traffic data provided by City of Corpus Christi. Detailed traffic data provided by the City are presented in Appendix D of this report. The maximum ADT and%Truck were used to conduct our pavement analyses. Table 7-2 Recommended Minimur Typical Flexible Pavement Thicknesses for 30 Year Design Pavement HMAC, HMAC, CLB CC LSS CS SN Option Type D Type B A 2.5-in 4.0-in 16.0-in --- 8.0-in --- 5.58 B 4.0-in 3.5-in 12.0-in --- 8.0-in --- 5.49 C 3.5-in 3.5-in --- 16.0-in 8.0-in --- 5.50 D 3.0-in 4.0-in --- 16.0-in 8.0-in --- 5.49 E 3.5-in 4.0-in 12-in* --- --- 12.0-in 5.66 F 3.0-in 4.0-in 16-in --- --- 12.0-in 5.58 G 3.5-in 3.5-in --- 12.0-in** --- 12.0-in 5.52 H 4.0-in 3.5-in --- 16.0-in --- 12.0-in 5.50 TWE Project No. 19.53.040 7-2 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C APPENDIX D TRAFFIC INFORMATION FROM CITY OF CORPUS CHRISTI TWE Project No. 19.53.040 Report No.24027 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope lD:E4183828-270D-48AF-84E8-1D9969DC332C Wr" Maldonado-Burkett LLP 3833 South Staples St.Suite N214 Corpus Christi,Texas,,78411 Count Name:Jr Beck Rd-Dead End to Bear Ln 361 236-4611 Site Code: { Start Date:03/06/2019 Page No:1 Direction Southbound Start Time Lights Mediums Articulated Trucks Total 11:00 AM 36 5 4 45 12:00 PM 64 5 1 70 1:00 PM 53 4 3 60 2:00 PM 32 8 0 40 3:00 PM 37 4 4 45 4:00 PM 35 7 3 45 5:00 PM 21 2 3 26 6:00 PM 13 2 2 17 7:00 PM 5 0 2 7 8:00 PM 1 2 0 3 9:00 PM 2 0 0 2 10:00 PM 0 0 0 0 11:00 PM 0 0 1 1 03/07/2019 12:00 AM 0 0 0 0 1:00 AM 0 0 1 1 2:00 AM 1 0 0 1 3:00 AM 30 0 3 4:00 AM 9 0 0 9 5:00 AM 35 3 1 39 6:00 AM 44 0 0 44 7:00 AM 117 3 1 121 8:00 AM 55 2 3 60 9:00 AM 56 6 2 64 10:00 AM 44 1 0 5 59 Total 663 63 36 762 Total% 87.0 8.3 4.7 100.0 AM Times 7:00 AM 9:00 AM 6:00 AM 7:00 AM AM Peaks 117 6 0 121 PM Times 500 PM 2:00 PM 12:00 PM 5:00 PM PM Peaks 21 8 1 26 DocuSign Envelope lD:E4183828-270D-48AF-84E8-1D9969DC332C Wr" Maldonado-Burkett LLP 3833 South Staples St.Suite N214 Corpus Christi,Texas,,78411 Count Name:Jr Beck Rd-Dead End to Bear Ln 361 236-4611 Site Code: { Start Date:03/06/2019 Page No:2 Direction Northbound Start Time Lights Mediums Articulated Trucks Total 11:00 AM 46 1 2 49 12:00 PM 52 2 4 58 1:00 PM 34 1 1 36 2:00 PM 56 0 2 58 3:00 PM 35 1 1 37 4:00 PM 47 1 0 48 5:00 PM 106 2 0 108 6:00 PM 17 2 1 20 7:00 PM 4 0 0 4 8:00 PM 4 1 1 6 9:00 PM 4 0 0 4 10:00 PM 0 0 0 0 11:00 PM 0 0 0 0 03/07/2019 12:00 AM 0 0 0 0 1:00 AM 1 0 0 1 2:00 AM 2 2 0 4 3:00 AM 0 1 0 1 4:00 AM 1 2 0 3 5:00 AM 8 6 4 18 6:00 AM 17 6 9 32 7:00 AM 20 2 1 23 8:00 AM 32 9 0 41 9:00 AM 57 10 4 71 10:00 AM 39 6 3 48 Total 582 55 33 670 Tmel% 86.9 8.2 4.9 100.0 AM Times 7:00 AM 9:00 AM 6:00 AM 7:00 AM AM Peaks 20 10 9 23 PM Times 5:00 PM 2:00 PM 12:00 PM 5:00 PM PM Peaks 106 0 4 108 DocuSign Envelope lD:E4183828-270D-48AF-84E8-1D9969DC332C Wr" Maldonado-Burkett,LLP 3833 South Staples St.Suite N214 Corpus Christi,Texas,,78411 Count Name:Jr Beck Rd-Dead End to Bear Ln 361 236-4611 Site Code: { Start Date:03/06/2019 Page No:3 160 160 150 150 ®Lights 140 ----- ---- ---- ---- --- --- 140 M e d u m s ®Articulated 130 _ 130 Trucks 120 _ 120 110 IIIIIII 110 100 IUWIW UIV 100 90 -90 0 80 80 ..... .._. .._. I 70 UI�U i0 60 60 50 50 40 40 WUWU 30 ._. .._. ..... 30 20 20 10 .... 10 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. r m m m m m m rn rn m r r m rn rn m m m m rn m r m m m m m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 O Time of Day DocuSign Envelope lD:E4183828-270D-48AF-84E8-1D9969DC332C o azEnvelope ID:e \ Lgnd � JUN|VK tStLK UK|VtWAY ° < S7ELO CA e N \ JUNIOR BECK DRIVEWAY 27 m �9�m A . ° °A y\ , . « « � 2 ^ � / , « e- t ■- � ,. • • ._, « � „ ■« . . . , . .. ,■■ DocuSign Envelope ID:E4183828-270D-48AF-84E8-1D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C hajvpr 2 111 hovlu''"enlerl/�'Qbonhhlfh ',�'ection. C Monbe1""ocwooond'S�" 'g o/ UIVWICII'OLY 'Table 2-2n Other State High svays Connection Spacing Criteria ................. ......... Other State lfigh%%ays Minknum Connection Spacing ........................ Posted Speed(mph), Distance(ft) ..................... -.. ........... <30 200 ......................................... 35 250 .................. 40 305 .......... --------------- ---------- 45 360 .......... .......... ..........-.-- --, _— I >50 425 (1) Nstances are for passenger cars on levell grade,These distainces nray be adjusted for downgrades ancUor significant truck traffic. Where 1present or projected traffic operations indicate specific needs,consideration inay be given to intersection sight distance and operational gap acceptance InCaSUre- nierit adjustments. (2)When these values are, not attainabt e,refer to the variance process as described in Chapter 2,Section 5. (3)Access spacing values s1hown in tams table do not appuy to rural Mghways outside of metropolitan planning organization boundaries where there is intoe, if any,potentW for deMopment with cut-rent ADT levek be�ow 2000, Access connection spacing b6ow the values shown in this taNe may be approved based on satiety and operational considerations as detenidned by 'Fx DO 11, J Corner clearance refers to the separation of access connections frorn roadway intersections. Table 2-2 provides rninimurn corner clearance criteria. Where adequate access connection.spacing cannot be achieved, the permitting authority may allow Fahr a lesser spacing when shared aelcess is established with an. abutting property, Where no other alternativcs exist,construction of an.access connection may be allowed along the property line far- thest froni the intersectiori, 'To provide reasonable access under these conditions bUt also provide the safest operation,consideration should be given to designing the driveway connection to allow only the right-in to im. ing inovernent or only the right-inlright out turning inovernents if feasible, Auxiliary I,anes This SUbsection describes the basic use and functional criteria associated with aLIXiliary lanes. Aux- iliary Danes consist of left-turn and right-tuni movervients, deceleration, acceleration, and their associated transitioins and storage requirements. Left-turn movements may pi.-)se challenges at driveways and street intersections, They may increase conflicts,delays,and crashes and often corn- pficate traffic signal timing.These problems are especially acute at rnaJor highway intersections TxOUT 07/2fi11 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C '1fo/ncp2 �cce,o� W cliou 3 Lr1<rtPdEkfl' r OQ4 m.1,m'o 0/ cce s Section 3 Number, I...,ocation, aiad Spacing of Access Connections Overviesi The access connec6on distances in the Ulovving sk.iibsections are based on stoppnng sight distance and are intesided for passeageir cars on as level grade, These distances rnay be increased for down- grades, truckk txaffic,,or where-otea eavis i-ndicated for the spe,.cific--6rcumstanee-s of-ilhe-siite-and the roadway, In other cases, shorter distances rnay be appropriate to provide reasonable access, and such decisions should be based on safety, and operational flactors supported by an engineering study, The distance between access connections is ineasured along the edge of the traveled way frog n fl.w closest edge of pavement of the fifst access connection to the closest edge of'pavement of the sec- ond access coninection (Refer to Figure 2-1). 4- C C I IACCOBS COnne"10n S pacIng 7 (re F fer +o Table 21 or 2-2) n.4- %. n.0 a ,M,'gwre 2 J. Access (_onne :tion Spracing Diagram Conditions for granting access to the state highway system will be stated in the access perTnit. Vio- lation of the conditions under which the pennit was granted,as detennined by, the Department,may require reevaluation of the access by, "rxDO'T. Caere topography or other existing conditions make it inappropriate or not feasible to conform to the connection spacing intervals, the location of reasonable access will be determined with consid- eration given to topography, established property ownerships, unique physical hinitations,and/or physical design constraints,. The selected location should serve as many properties and interests as possible to reduce the need for additional direct access to the highway. hi selmting locations for full, rnovernent intersectiorm, preference will be given to public roadways that are on local thoroughfare plans, h D07 2/20 1/ DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C DrIveway .pi.pe Length Requirements (Excluding Safety End Sections) Diameter of *Depth of Minimum Required Pipe Ditch Pipe Length 189P T-Oro Driveway Width + 6' 1V 2v-6vb Driveway Width + 12' LV 30 _U� Diiveway Width 1-8' 1804 3"-6tp Driveway Width 24' 1V 4P-0111 Driveway Width + 30' 24?o 2"-6" Driveway Width -u 6' 24vu Y-Olo Driveway Width + 12' 2.4qo 3"-6" Driveway Width i... 18' 24" 4Y-01? Driveway'Width +24' 30" 3"-0" Driveway Width 6" ,30OR 3"-600 Driveway Width 12' 30" 44-0" Driveway Width F 18' 30" 4P.-6"o Driveway Width + 24' ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ 36" Y-61 Driveway Width + 6' 36" 4v 0" 1)riveway Width +- 12' 36" 44-60t Driveway Width + 18' 36ro 5?-Ovo Driveway Width +- 24' 42" 49-0oq Driveway Width -f 6' 420T 4?-6" Driveway Width + 12' 42vu 50--.0" Driveway Width + 18' 42ol 54-6" Driveway Width +- 24' *N(YFE: See Typical Driveway Cross Section Drawing (Page 20) 19 DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C Do SM,Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C WING DIMENSION CALCULATIONS: F—dTew a[,n tle ;� ear=J— — — — 3. Lw (Hw old_)(sL, a Spacetl Max r O �°��,aes,: a e;,l rc o precast cuwer�. A rM)rznal,rM „(pspp, x O Ine(cAetls,sasrpbarwn,ot (o'5)eew; 333,,(Lw,(M to dear crs p pe, remVoll_ w.11 A(Cv, ungwanArea,(nse3„ (Lw,(ASI(n el, m, _ R (A[w,(,,-,(, s pse3,J-a7I uc[on '0 3 sab PIPE RUNNER m m8 i N SLO x �� DIMENSION CALCULATIONS: 0 Pipe Runner Length(ree[/ - Frnw \ �� Oao [a nr )rx» r,en3 9 ee ri°s`s,awl eA[w„ PIP, _ m� r°° 3illw)em I— ` - w I ab a to gab rreeu ov lop [ops Hw 9wall(ree[l i roewa�; Slop SL I KI K2 x gas -r ISOMETRIC VIEW OF3 54 4 003- oTYPICAL WINGWALL ELEVATION TYPICAL INSTALLATIONAltho ges A[w e [he(Jeu--91hof-19an reu Nuer or lWvlll b.111 ar[rI rsnowg bomea anrnor op[o�I M Al A aachn a �\v_ O u Bollo-slab precas pu�ve MATERIAL NOTES a J ., � l of " Jlot o o �M Ope3,100 E ar 5,�r e;PATMINO Gr e, o,eAPI 5LX52 P�a,van=e rov tle A g. Ex � ��� =_ MaPo,tla �n �I Rw1th It—445,lailval-19' J GENERAL NOTES y Tpp • ((j O I— orgFa }- I -L - —9wall - E th— ntl= e [men[or tl[h �n=porca[on,n=[tote. AT TOP OF AT TOP OF AT OUTSIDE Marcs,se lrypJ f+"vpi EXTERIOR WINGWALL INTERIOR WINGWALL OF BOTTOM SLAB AT INTERIOR WINGWALL The quann[;es It,concrete,re;nrorc;ng—0,antl cross pipes t • • (Cas['n p e culvere/ (Cas['n p ce culvercl (Cas['n p e culverc/ (Precast culverclrormul g n here..are ror contralto/s nrorma[ • lac la lac 11 See theon emen[(eCsl s[antlartl sheet fol atltl tonal norma[on. E�.�-' - �c PLAN VIEWS OF CORNER DETAILS SECTION A-A entl treatments. p p v CRov re neoh g p runner:no[,sown ror ci epd a ovine s.,or natter p o mso[_f bald [etl ornerw� rc w`9 e OurM e SHEETo IoOFa2 TABLE OF t atetl curb negnts are shown REINFORCING BAR e r structures w thou[ra,Lng enEge b Curb ketals(ECDJentletl Curb , psr(nrenta at�sPONetion SteriE%rtl _---- SIZES AND SPACING oeta Js the Extentletl stantlartl sheet. Texas as fTr O -b th,lenl—dnmM �wI SAFETY END TREATMENT h' 7a o aatl coo ea FOR BOX CULVERTS e p :at on w ii be allow (MAXIMUM Hw=T-0") a Ba, �e par ng atl�ace�t cuiverc wan e�tl a+ E sa , fln OTo TYPE 1—PARALLEL DRAINAGE z o° T ua , r ven Prov tle Ad SETB PD Fol ATiaT. I BARS J BARS K BARS R onn precast M scenaneous (Length=4'-3"J oe[a�lsn(SCPeMoI s[antlartloshee[vert DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C Docu5ign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C REQUIRED PIPE SIZES © STANDARD PIPE SIZES ellx]aa'�(rYPJa Pe yD ize ze T oss B Max ss P pe 8 Z O Max / 1P F �Y Di B M TB ro 12B D SID D D 6 . B BBs c�l�err D I'STD curb ci curve I5041 2h lop or wngwalp sell xB anchor bar Tp ab - !IrYp) ©Th ,111 4r3 D e©e�-SII or coocreee P Pfo, „o more ehao s above me nolopw me ``ro P P ',.. PART PLAN SECTION B-B Oalw barrel 4 cr bole OPTIONAL ANCHOR BAR DETAILS rise r r me bmretl c000ea oo ro allow clea000r access. r ©Pr o�rde'3°�z°)sadtl PP v` W ngwa” -1 —SET bottom 6' ro e S y / slab I- j t— k `soees PI OA[ ve • Culvert ,z tab Da bo[rom through ho e E E slab j T---or each m• Satltlle ppe I3 h Pr I Anchor Bar tle[als.Rprap %= S[dJ Ins 2 s y pla Treatment.Prov tle ow • `---Toewall rp p cortlance hl[em A32 Rprap. TYPICAL WINGWALL INSIDE ELEVATION esh—bg or cro SLEEVE PIPE DETAILS Aa 11 ap� _. • 5 -x``o 4 aors'tle g jostle --_4 �Isal Id, 4 SECTION THROUGH INSTALLATION OF TYPICAL FULL CROSS PIPE tle in Section Th g ns[alla[ion or 3�'1irs[Crossp tlee io) z _ S 3 16 Ripra"c• _ satltlle S,spac ng Satltlle p pe spac ng Eq spa al 2 e Max _satltlle p pe spac ng Eq Eq Spa al Spa a[2 9 Max z v Max 3 v ,Meas etl ar roe �;,e D a mroogn A wo n ) K( Pt w1lh 4e'x JZ boll, - -- f eh g cr Pp, • TYP w I[ shoss 0 LJ f ) h . BnO%e SHE 2 OF 2 de n u Te as Ospartment of TrarRsportahon Ster�iEroartl 1 q B U e3l stl)p= SAFETY END TREATMENT FOR BOX CULVERTS Toewall (MAXIMUM Hw=T-0") SECTION THROUGH INSTALLATION OF 3 WFIRST CROSS PIPE TYPE I-PARALLEL DRAINAGE OUTSIDE CULVERT BARREL WITH OUTSIDE CULVERT BARREL OPTIONAL ANCHOR BARS 6 RIPRAP WITH BOLTED ANCHOR INSIDE CULVERT BARREL SETS-PD I.. r laws r.r I=•r.ar '. CROSS PIPE INSTALLATION DETAILS air DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID: E4183828-270D-48AF-84E8-1 D9969DC332C 4-d iW Z z J W h lrulllvert with Sloped) a a end section and O O concrete r i prop > Cr I Er- A. R. 0. W. LINE ' R 0. W. LINwo E. ,9 -7 , . Pavement or Shoulder Edge' - HIGHWAY- - w M y be . • F + y s r �y u m'd a.' • ., .n ro t. • . x e . p.. R. 0. W. LINE Private driveway Conynerci a I Driveway W _ 24-foot (maximum W = 45-foot maximum R = 10- foot (minimum R = 10-foot minimum R = 30- foot maximum R = 30-foot maximum RURAL ROADWAY Ncte® Driveway must provide for the cont nuctian of access iii(b I e pedes°tr i an trove I T n cDmp I i Circe with +he Americans with DisobiIitlies Act ACoes&iibiIII 'ii+y Guide11inea pnd Texca Acccss i h i II U ty Standaras. S i dcwa II k rcqu i rcmcnts include bill'" pre not limited to ?% max run cross slopand a 4 foot minimum width. (5 foot width is preferred), 16 DocuSign Envelope ID:E4183828-270D-48AF-84E8-1D9969DC332C TYPICAL DRIVEWAY CROSS SECTION (WITH PIPE CULVERT) LENGTH OF PIPE REQUIRED 6: 1 SLOPE DRIVEWAY STABILIZED ALL WIDTH WEATHER SURFACE (8. 1 PREFERRED) MATERIAL FILL DITCH DEPTH 6 FLOW DITCH DRIVEWAY DRAINAGE PIPE I LINE SAFETY END SAFETY END TREATMENT TREATMENT Docu5ign Envelope ID'.E4183826-27OD48AF-84E6-1D9969DC332C ENO LEGEND ROAD ROAD WORK cnanne z nq rype 3 Barr cage .• CM1anne z nq oev ces WORK ee nore z A AHEAD see note 211 A rra e g 1120 11 1 ENO e e ROAD � '�) ROADWORK I i sigh rra++a F ow z'nq WORK = Ices AHEAD r to note z1� � _z 8c ROAD E see nore z r `oma � cwzo 10 '-T• �1 e°node 1 "w `j 4 a+e„ V ceee seP * ++ser arerengen Ps ?BS 30 6150'6165' 1 60' 30' 60' 120' 90' woe` a mti z a 28' o>a ovai 1 35 L=W6 205' 225' 245' 35' 0' 160' 120' '•. _acv— > > „eC � 40 60 265' 295' 320' 40' 804 240' I55' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' S0' 100' 400' 240' 55 L-WS 550' 605' 660' S5' 110' 500' 295' o„ T o Y .. ♦ 60 600' 660' 720' 60' 120' 600' 350' m 1 65 650' 715' 760' 65' 130' ]00' 410' Anne z E 70 ]00' ]]0' 640' 70' 140' 600' 4]5' nq / rev ces o,oA 175 750' 625' 900' 75' 150' 900' 540' (see note 2 A—/ u' e. 0 E w sib' rK _ ee Note — p Thern a > CM1anne z nq N r work veM1 c k�°- a+raperlFr w w a+M1 a+o++serlFr s Pasrea Sp—MPH)a e q g omen ear pm Pao or io4 xl^ N:.` 1 TYPICAL USAGE �nkm�me 6� tra"e as wary. stl V8-1e s x7A To. NAhigh I � TEN T Ven c sM+raro+ahigh+ e_ ev ces ar a r me GENERAL NOTES Isee not 4&s, Isee not &s — q r tar ra,r ne ma nrerance—1, na,aoora"ea or me f—hin 3. enear mn se nore4&s naeasnaaeNgre X ov q �I'm` +or s,oa aer.orn on a"aea n grnrm *oreeewatle anae J8 c- Isee no+e z,A - —... END � "� cnanne z nq „Y- raaa.a>e °EAo e�e rar�,aa aer.ar&an aan"enr ana (�j \ ROAD WORK see nore z,A— Q o 0 0 ROAD Is re 2A\ b ally ti VWORK I ANEAD I Tamp 48 %48" Isee note 2 -- _ : '+ ,Texas(MPartment of Trarps(sprtation StenOarE S88 notes 1&71 ROAD END TRAFFIC CONTROL PLAN wDRK ROADWORK ROAD CONVENTIONAL ROAD aHEaD czo z----------- WORK SHOULDER WORK AHEAD TCP (1-1a) TCP (1-lb) 4e�glae" ena+e zlA TCP (1-1C) Qv2ae:4a TCP(1-1)-18 See notal 1& 4ee notes 1&71 WORK SPACE NEAR SHOULDER WORK SPACE ON SHOULDER WORK VEHICLES ON SHOULDER2 11 1 11 _ Conventional RoOdS Conventional Rootls Conventional Rootls -11 2-12 ,31 DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C lzoz onv alva StlX3L'ILSI8HO SndBW 'aid 3TI[ASNMMS=01 WI UV313 s S :03No3Ho ,,V 1 rams 3AItla)0313 HOUT E"smn E]N `J N E r o P 51503Na1830 Ntlld NOIlIlOW30 JltlM3AINUIft x9udaas9a 3<ro Ae n3a 9tl �NMvaa k f w " r f�f I / I � e f Y�_ F t r 3TIIASMIIA0k113 al0 j � 599 NW3 ONtl(0I d S)9Sf-%1 S99ONtl 1NIOd M j0 NO1103S43LNl Oli ll 49l£ ol 909. 4, m I 3PY14 U ^ IiNlr � I ISI w W1M7��'I,-'rrh 1� I�r k7ry=__ rel!A+d�"i� ✓ u11N1M��sai A�uhauk ,anNt&+lvx II+^,d" v� r Hn �u m i �w �/� N�� � o - I I I Y I II�J i v 1r I� / IP / �,,, DocuSign Envelope ID:E4183828-270D-48AF-84E8-1 D9969DC332C >DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C SHEET INDEX SHEET INDEX: w SGN 11 T—T ID INN ® =TREE.1-: O reEODEEI IE III reP TEMPoa�v IP01 �O hE�E—N) oa D NOTES MO)suP—E, �AI rvE`E�'oNs�O =%NINNEI 4 e e «i a� N Ro p II I_; Z GRAPHIC MAP SCALE n e.cel DCI3)—Ia w 11 I�lpl-lll�llplll v�m w reca) .lou E to I'E)+ m Z E�a re�rrer� w IN IND PP �PP IP PROJECT LOCA710N T °< PIDDLE EP' ° E IaI Es III w - R� E rop RM�,E(z) sonµPIN PND PaoIN ID D�E n E�a�Es i=i c~n ^b EE(D TEs III W 1- 11 —El IND EE h) E°EOI A o) 2 z J �c� sEND E psi �:?E r,) Q Ery wa,EI IND w«Ew<TEre PEON TND PreoT E 92 COCC —w>ZT E Ere OET<E IP) I. IND P° -El END-Ew*Ee I-Pmo Peoi EE �i gs ODE rvDIMP s:P-o o;i � Rriry. (> cl IC s ra) U ti o NI Iii s rv��PkY`' NN ii r2 o E HeE PI MEN m �_ o oErA� E I �IOss�ure PAu<MEN,MPare N ,OD T FEP.ENo PRBD,MErv,s Tore PPE OUEUE�s�O�O�rv� s _ . sE T.00T s,o PAMEMEM M,�kNo ,o,sorE,P ENo,aEA,MEMs-TOR IxDN so PIl=N,uoau Ncs pi ,os-El END IIEIMEN,s Toa PPE I—Ems moss Daa Na ooe)) g sa T.00T so PooEMEx,uorereN ,oa suEr ENo rereEoreMErv,s Tore eax cu�vEms P,au�PULP �E�oreoN PIm16.'i 4IIE 12) iQ am K! IE VICINITY MAP o o BID SET LUw PLANS FOR CALL BEFORE YOU DIG! JUNIOR BECK DRIVE Tz BEAR LANE TO OLD BROWNSVILLE ROAD(BOND 2098) Grr •a rere.,.�&'81STREET& INFRASTRUCTURE IMPROVEMENTS 1-800-344-8377 o SHEET 7 0) 109 PROJECT# 18023A VR�N STR-975 erseasF�Forr 01/31/22 F00f�1NNGN0 TDLR REGISTRATION ff 7ARS2D21010046 PREPARED BY ENGINEERING coNsaucnoN: STR 975 1 2eDemerenrvg sen7�� ooze cP%� �DOcuSlgn Envelope HE E4183828-27OD48AF-84E8-1D9969DC332C n.ven.0 «� WEST 0.40 III •£�g w v°m SCHOOL e nr COINRE88 k2 5 rin weZ e�x 5s.5x y e ¢ p^E m/s 5are we _ A. LOZANO o W " &' GOIF CENIFA Z rs/s..wiR we W @°O n� we, rx eah ry r ppME a Q a, ATO U~o j't}If. k i s w 9 ryi, o a rvnwee �N GEOTECHNICAL BORE DATA(BC�OTNERS) CC m vngj�e a n Ell,n pr fn)Bse(n) W 0 J RI Q Q PLAN �ryW�� Q LAN VIEo Z n x� 8 9°JUNIOR BECK BASELINE' errrun LNI/enareoowEcnory e O ea General Notes IA l eeex mrzr�n�,aasss a,w.555r.en,s,i5.[t�aesrza,,....rs,5rzt ,s nrs.oz un urvrvAA c� rsz...resao.o u5 navn5se,,mnu.az vn�R Enn nn CONTROL POINTS rTS nq a.::-t-nn vnn a [rn�'nn rvn BENCHMARK ea/swEnmmwwuus Nvno.nnn,�nar. ano�n.iiuro mn norn,isumae orrv,nswe 5s(esoi�D)esnPan om.eanonoi onnsr sai.rn. os SHEET IN1 09 IT s nwEtiz> tx srzo sao 5)mm «nes snn nn ins sn.r<y 1115 1r� va5a-11-5z ss vs /s A STR 9�1.11 InE X >D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C am �� � L�� iwm 1 n uxn a�u1°"n wm oeua max wn anr�nirv� til �a nspnal m.__. ._._._. ._._._._ s✓ ro nsn � s, or (7 IA I nn sr n e4 osn _ �i �c n '. orr T _ W @u ...... ..... � v n. �, 3 vi nn�r,ne nn r s.re yaon- N r a Z a�- nnr.nwbi.,nrn. �. ��.nim. - r r _ n n as eon: _ rn- - - - — : wno� n�m. wm�.o�ona.n uFxrnni � Z l l v own LU ... _WI .. - l DI v a i � xu xn n � v rz w.sneXyr �pn ns pe..) za IAM WHO I(I( II 1 - - pryl9i f 1 ° —11 l sl - Fl v l IL o ro - ( O�w'o vz :. ..... ,., va xmm.a.><v.n aun rvourvm«nn `. " sn.��aw. np nn�nnr r— za o ;n.nP s: > a�n o><°r-w s n,i — — ^m^.'O' .. ... wno n nai'ir n,vannrme.n � ° 0 N y W Z4 Ct Z Q m Q m¢ CS �� W � F 0 0 �o W �m E m.r°A.E ,eEr EE _E m' SifEEr 3 109 I ntr.a eauaree.m°a sae aE,aE,TN nn area arwwrrc� n,r,r .nEa mPaa�EmE� mwEan eaara, °..e ° STR 975 �D,,,Sig,Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C 1. PRELIMINARY MATTERS 5. UTILITIES AND STORM WATER 7.GAS LINES 10.STREETS&TRAFFIC ESLL(oHN wA E MENTA AND,H1 S,ANDARD D1,aL5I"PDD1D DRST Tl IPE1"ALAlEFRIEL of HN FORM RAFFC CON ROL D1NCE0.RAFFC CON ROL PLANS ANo a� HDMITTED TD THE OAR LDCAE READS"TS A"D III�,ESAE .a - PAE5PALLD 6 s 4 5 �.E AryoioNREATHEAREATHE ,AE - MAH1 SDCH PIPES SHALL BE CONSTRHCTED ,, PlIKILLTIEKIEl FROMFAAED FON STONMWATEN�MPNOYEOlEED ME,TE AND ECE AE,AEN TUE�MPNOVEME„5 ANE x-- 8.SEOUENCINCIN �WORKMRACTOR. se AN FEE IRA MCEE, XEWE�N D, IS IS ICRIENCEI IF WILD e,;rioNeAEs,FnaEuAD�IPEIEIE�IFI,IULAIII MAY BE 11—TO A LEIIEl "DAY�Barnc L155ER EE DNHNAE PPE ,wD ALL O.AE E s PE w Au ALRMITs ANo LIFITS w AcroeDANc1 x11 THE DE.THis A,N, WEE RE VALVE ,ANN MA SHBED�ARY'PALL REEF,o,ED MIT uNTD TUMS ONMWATore o ITEMS m TYDm ei�uT of wn�is AFC EE Mo,,o LAE of IF Eore 5EPore<,EEY a�T 5u„EE LAE SPIS�DEACY, FI DI I PlIlEll _ 5 IFIHE E�oNE. SH,EE NE�M ILAFE U' HARED MS(wAT[N,LA s EsjM' Z 'LLHAu BE REPAIRm TD TUE TUER IMPI.Em-1. CLUB. DEPARTMEM FOR R1wEW ANo ARREP„ur11E PL wOEE (HALF iD,PD `AaOaryrvDTAO�i F”V`lLS`•DC`°"AM„PRa«TTS°"W� 5.B 15TRA of IC SAATEWATER SEUL LOU—BACAFILL BY NOT LESS THAN P, - A THS - DO ON APPNOVAE AND NEWSO,E E OHEO ACCDo.A.E A z =.I TY TTCEm.PN LACEMIM DE BASE WITH Low P.I.MATERIAL THAT IS Co,DHeNE FDR 5., XPA - — 11E IHA IF IF”HAVECIMPLEHEIF ,O AND FNOM EHNNOH,D�,D 58AOOE5 ON OF A CH BE AHBED� Y WTNA H,EEAE PAD FDN H,DEN A APEC�ITE AlDD FEE,.,D z THE FPIISIIPTE ERECT 5 LOUE.EMPT FROM a,.PENMITS C FEES w ALSO Ra A NO,11 DF TERMLOADON FTH THE,1111 HPON ITN N FEEI , E.�ET�,O E�, EE NOT PNECEDE AL SEORAINN AOHE.C, 2.STREETS PN CIA- T CHNB�,EE,S.�F ALLOWED AA,OE ARAE CA=,-�,-PEWEE TANOA,AND C.D PAYMENT WILL BE MADE FOR,AIS WON AS D�NECTEO BY PNOADED k EOeAE,N,AF�C HAA ACCEEE,D . N TDP. O I'D IO COrvTMAN TON ECEE EPN�,AEE FON DH=,C MNOE AE NEOO�WN A, EAryFLAEl SHELF NOT BE =LHIP.O D SME ON A,.TNAFd20ED T ==Q A ASE ANE,O BACA 9. MISCELLANEOUSTHAT RITH AN LEM PN. TD NE ALL,THESE ROTSW, IOLI NE.LINEDT LONNIE AND NRDOHE CONNNOMS S CUT WERE AN ES LURA CONCRETE STRHNmRE IS TO BEHIM DAYS H,PAS 'HALL BE SEA,FAL AND SIDE Fir- MC-,D.ON,WPNOVED EPPAL YCARATIoN SBUL BE ENCLOSED WITH OPENDE SAFETY FENCE AND EMis��ER ,E 1 11 ELIRC OF EHAEE B1 R1MOVED ADD HAHLID AWAY.PAYMENT FOP,HIS woRA IA -"a 0�°�ECO� DRi p1� AEAND IHILL IF H„MCP 1—T LOLAT�O,S EHAEE NE CHLPEDIAF IMIOL"INSERIO" ECTE.BHT CO,SDENEDPAMNI AND _ ON DAYS FDB HYMPA,T. THE _ IF SOL— IN Ty BLE I,A TRYvT N TO OR To ARODD IT D D�NEC,LY BH,SPILL BE CO,SDE'WIDE D"Y To THE ITEMS Ay E AS LH AN""'FDA.. .. ... ...DkIll'N.”IPE"CII I ASE DIRECTED AUDEEPAYE�Q,�,�FIE ED SHBED�,FY TDFORCARDEADUSHM AREMRER OF CEF"O,=<ROCT�O,11 OCo"I,LESS A 11HANN1�S AOREE o; ALL ZKCFTLLL0 ITEZUE1 SPOT BE RF D PEI PLANS EPENMEE.SHALE BE REPLACED z tilolFfR W THE 5E SLID oF"I'm PERM ALLM NIMNcCS`1,ITIEST NAME BLEDEI IMPERIAL IHALL OCR—IF PUT FRED I oll 11.AASURVEY WIT LL 1-ILLE ALANE=,R�PI,O H,PAS D,HERW�EE D�NEC.ED B.THE OWN. RA THE HEICUT of NAME BLAD1s SHALL B1 D ANo TH1,DCHT OF LLT,ERI SHALE APPS.EHNTACE TNEATME,T DN TDP OF THE SEE ON CICAREL„WTEN�AE �,D�CATED.THE CO,TNA-1 AAALL PNOWDE A TLMPON,FY FENCE FNDM THE TAME A, N EHAEL RE -STREET NAME LLOE,D SHALE CO,S�s,OF�PLACR CAFE THESE SOLA TIMI TPAT,H1 PRORCED PAAEMIN,L.BASE IS cOIATRuc,ED. EYmmc rENeE IS REMov1D To THE TIME THE PROPOSED a,c1 IS PRORDE AP`TI_ORILL "AT NO ON LED DF THE SIDN PL HE ORA PARIMENTA ONauomc B AHLL.BASE MATERIAL ANo SURFACE REPLACED.Tins wo Mk,M°AM°REAM W"M'HE'..'°EB`A',IN�M'<A RP�Ary"oa:� i ��i ^O REILADEMLE,o ALL SITNs DED1 IF ANDI IND PACE m DEAL ENn`LL No,Bo PAD FOR DREC,LY Bm SHALL BE WRID RY,O,HE "MED BETWEEN SON OP AND SON DOWN ONLESS AHTH.NFIEDX s MAN"TIF FOAM TNAFF�e CO,TNOL DEVICES MH CO AND T.NO,ITENDANDI LL EZ HA NoT ;.II � flnu� EENT K�NcM"sH L MEET SALES PoumioI PREVENHIN PLAN suuL BE SARTAIRED BY THEAF% SHnu NE VEACED W THE con=Nx,DN FN�oN,o Nm�NNwc - O W w 3.SIDEWALKS AND DRIVEWAYS DLE U~ THE A H ,D NEPaN�,O,FY HT�EIT�EE OAMACED ASA NEAHET OF HALL"EMI m 'FL,NFL iTxiry FNaEL,HMlTE Al,ECEEEPY FON FLAaMEN,OF ITEMS SHOW�,T o 1,LONALLDNALL EPPE Pts OF E sDEWAL s ALL MEET ALL ACAEFIRILI A DOE I OFHALL BE APPDED To PLL EYPOSED TAIDINT SaRFAcAL DISTOR"mONLEAPHOE e1D so"rAc1s ARE u,D1e PAVEMEN,MUST e1 COMVDAPLETEDT H PLASTIC 1, NP RIN BE PC 100 ND IT L�S AN 1_1IIE F MOISTORE CRITIRIA PRD" AT NO ADDITIONAL 12 N COORDINATION�VLZEE. D E ENS AID CROA5,O5 FOR AERFCA ON Ay PAIED MNATENED r EERAIa EHHT DOM,.IIDETa*v TO NECEIAE A eo,OAA 2C F aE WNIEE o EAE AND AND IA THAT CALL FOR C 1-11 I MILD TO,P Iry DEP,F,ME,T I,SPEFOR PRIOR TO ALL WORA FOR °CMY REODRI PROPOSED. PROP.oR PRO AS AN LALs aEA`esPHAo, s ,S. W 13 IAT&TR TEXAS�SWBT FACILITIES O^ IFINNEII AND'TONE LIME NE I ALF FAAT SEAM�M eE TO ON PACT A A ATDRH MENTS PRIOR TO ORDERINN PRENAST ORM WT FAEILITI 0 0 LYLE AND LHOKNESS OF M I SHALL BE suBSIDIARv, raDCAE N r C I—IN AABL7E CH—EL A"A5 AID ES,ABT15H DreA55 MIOA,B tl) K,DIVEIAY ANfi.WATER LINES - TH i O E AT L LOCA E AN ANo PREE1 W1 ESE Q m �0 FAPG DP"ED By REMOSAFDEWILKDO F E PLANS SHALL BE PAID AA ANDITD,AE ODA„Ir APPEICABE „OExns E„�A MI,IMHM OF AN P1RSONNIL -- a m BD LESSO D,RDI,TE�,ADEWAEAA DU 11 s"'11431 ND L�tiE a LED z c1 SHALL B1 ADRHSTED,O FmISH cRAD1 AND w MPi1T10 ev Tx1 couTRACTaR AND Acc1PT1D FOR us1 av „Ery eoNlrvc.THE corvTNxTON p m x”'APE rAP"EED s Q J IENIIA10D BY'HE COLIEVION HF, cureB a cunTre. PNEINT DAR IDE Q D ExisTHILL � LED VAL"GE AND EPSy SET WHO AN PAMPSSISH CAP AT BE ID F Dcw1L5 SAALL B1 [u,wANTED By THE clTv SHALL [uuD1e PAVEUTNT. W RE HEAREP 111.F is.mncouAT cu"e RAuasB(Tw s a�j nR[uoT AiiovrtD. NEAR TELEPUDNI PDLEs TUE coNTRAc*oR suALL BRAC[TUE POLE FDR J BE Pao FDR 'PE Ly BUTRE D y z IRTAITHE OFFER BETWEEN THE I RESALK AND SIDE I CITED IHAUL BE SPARED PC,,BL E E THII THE I'LSEI COMLTZAPTEPL I EF,NAF I TH ASSN IN HHEIE PLANS DOES NOT MEAN ury U> W A,NNE'LEDH TINELLY BIT SHELF BE SLAIRACY TO THE ED DOEH T NE ANY ND DI-1 BDNIED CANLE are—EN CANEEA m-N-1 m THis LWES SH"HER SOIL 1 OF DER”s,ensE.Am AL,ArvD corvcRE E ALL rva RE PVD m ('� AREA R1RlFIlEME,T SHALL DE a,n,W2 A,-I SPEED W Il 3 TEI LETPARTY RESPONSIBLE ATA(LPDF NTOx42'l PN g 0 mA IMPRovEMErvTs.ArvD srRPT caossrvcsRE F FOR UTILITY ABJUSTMEMS, �sT(z)ARE rvoT cOMPLLTED EFD xps/sSBr FPc�LniE,SILL BE ADA CIIPLINT IF —m L RE Co,sauIHID - ITV DEPARTMENT HALL BE WADDED OD OIETA,CE TAIL=~,OL BE COONDI,AHED WDA THE CITY WAREN CAS c GAS BFPAR MFN PLOWABLE GROUT MATERIAL N 4 ACURB AND WGUTTER E S DEE I,,OIO,MED1 Wn HER-CONTRACTOR DABAFILL ADMI TITRE MANUFACTURED BY GRACE CONSTRUCTION WASTEWATER-CONTRACTOR PRODUCTS,THE"FLOWABLE GROUT SHALL BE SUPPLIED WITHAREA BEN HHE RE WALP ID of DEBRI BaFL8s ASPHALT AND ACNCRETEPERDNV A MwIMHM Dr TELECOMMUNICATIONS-Al&T,TIME WARNER CABLE,GRANDE THE FOLLOWING MIXTURE By AN APPROVED REPDV-MIX As N MATCD Nr THE oaz. S G x FEE ED IN ED ELECTRIC-AEP SUPPLIER.THE MANUFACTURER'S REPRESENTATIVE SHALL BE 2.wuw MATCA By AH U EDRB s THEE"TD E%9T NT VTA TUE cu EE" s- P I COM,E CE FED TD ADJUSTMENTS TO IMPROVE FOR ITPII FEE SHL[NTA ALL LOCUEMSTA*E EANo�EOE�EALC D s SLOPE EEl*NBEasM NE S'ANY ANDTHEE T"ANSTDN suALL "TuuT OMs.Dsvo51D CONSULTED FOR ANY FINAL ADJ M PO,D,N WATEPa�E.oE, DF AO PPE PPOV BE I'D DNECTLY BHT AwcL ONANENED EHNADWY CALL BEFORE YOU DICT 100FE LTY DF THE MxmRE. o eer F,DTA EAA<L BA,O M,MHM_ A ALL S S SPIT ET AN oNTAo S Too TE/CY PORT DR LAN CEMENT re0 HrenWNCW NEDFOOO E.P,FSO, a O T D A RENT STA C ,NOWPE, HALL BE rrmnrArs xwrn CSD TE CY FATE" 10NFRED WHERE NEW FIRE MATCHES M AH,AL BE s„BSOFlYER.HE BD ETNHFED HEAD D_ PPE F,T,OE_ •A'�M'Y^�KEFE �DITR 3oORE�cr FLY ASH STR 975 L OFF. Mlle.m Da Dn 811E 21 ROD,/CY SAND _ 1-800-3,4 8377 hoz/CY DARAFILL TEM FOR ExrawT ON a HAu n C/%_TB02N �D,,,Sig,Envelope ID'.E4183828-210D48AF-84E8-1D9969DC332C fI LEGEND _L_ __- PROPoSEO SYD19o0L5 1E x e w E%ISfINC SYMBOLS No.3Esvt£oo 1 a.� saris ® _ u raou c [vo e �� n � N e PrewEre w�E clna�,oH rer,lr E�ax°"E amEssu = ere i E,re�ticre rew - uE E ,reEwEre(.... ♦ rreE wrereaM ,aEwso"vEOEs,o< s°eu wine aaE(asi __ YGe ...... 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IM�.. � .rewulw ory uwry n� so � F PLAN VIEW�ll x a � rrMe a Q Do 4 U �c fres ecl o Ec[11 1] G U —. — — — n � s i3 M51 1 RSP sure — El — — – w .-1 ,. _ — _ _ O O r Q a8 z a m 0 J m a o� 0 cYi� O y a �m F w N sNEET 25 a 1 09 � a PROFI EVIEW 00 NG0 �E.., z x°x�i. a STP—975 a�mm ° 0+ .g g&�hAO,r smnzns o.b 27+00 28+00 29+00 30+00 50C11-11 1 1 D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C ®Z I =IIIMSSwm° � /1{ N°.3]39 O IIr - iI � � n IE— IEIIIIE Nn ^_ y J(JINOR BECK DRIVE (7 g $ w reEG ', o w =u w I_ Z �sj oanrv� gso[wux PLAN VIEW EE<EE-21 vI x a � rrMe a Q Do ED 11 4nU o e Eo N I7 I @,eowl k o Fa m[E.reowl Eo es EILI I'll IL Ij 0 E.e asrtwnna G f J o LL 0o a ?� Q 0 6 m 0 J m a o� f s Uj O co �¢ ir �m F w y sHEET 26 0l 109 PROFI E VIEW C0R0° W1NP O —LE STP—975 gn Ss,Eesrere�.e.EowcEsre�,axo r�ry PEµµo Preor�.q au+,ea 0+ s�a.o¢,-�s rn•��•�s o.w.z.aon-z,�eom 32+00 33+00 34+00 35+00 -50 1 DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C ®Z roN 1111,s 1141 y p :Ii s£A ue R ° Z W W LU z W =u A � mea PLAN VIEW -21m 10, x a � V, WHO I'- ED Do Ec R,eavl U ev N acl o x c ns s[ 7 U J oN a 0 ?� Q 0 W m Q m p d WQW �J W� y Q _ W � S F W FL SeEEr 27 0, 109 PROFI E VIEW C0R0° W1NP ro sL, ea're°°�= o STR 975 D+ .g 36nhA0,r smnzns o.b 37+DO 38,DO 39,DO 40+DO -50 �% .D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C pillo IV W w =u� Z & yz - - -. -. .. �(TF mea PLAN VIEW 111LE-21x a � rrMe a DO U o Ec Rc eo 1 I— _______ m[n aowl nn,,.oao ca,,..:N ^�,,n nm �xr.• „v a �n'nv nrvr x�.+.� ,as �.>, y✓�^^sM'^^rnla . ^-,^.�a-w r'.,*a-w-srwr�-mom..dna*.—.,�.,.e���m �rx�"+r*mz-���a^m - -w+rv�mmm�-a x, ...... ----- Ll L,o.a111 m J M ir ON a Q ?O ¢m z In W J mQ W o� 0 cYi O y a �m F w N 9eEEl 28 0f 109 PROFI L EVIEW C0R0° W1NP ro —L, z °a°�= o STR 975 D+ .g AJ�6A3r s.o�s o.b 42+DO 43+DO 44+DO 45+DO -50 D%, .DocuSign Envelope ID'.E4183828-270D48AF-84E8-1D9969DC332C C°NvirAM 5 SwCE/ vkaJECI N°.3]399.99.°° =nP W gm. w 7— Fl "I ro PLAN VIEW °°'"` m x a � r-ddd a Q ipN� p W w �c ire,reow74n U I—'o m[ ec7 0 Eo 4I ...... > E omz � U --w.ws....FL 11 D LL O� Q �N a ?Q Z O a m m¢ d o� s 95 95 5 O �Q Q a m F w 0' rn succr 29 of 10' PROFI E VIEWC0R0° W1NP 0 —L, zre°9°�= o STR 975 D+ gn 50 .g A&nhAO,r smnzns o.b 47+DO 48+DO 49+DO 50+DO - crg i8�1.V .D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C o� ® 1p���,A 0�31�141 0 ti® 121 11 1N Fl w 11 O e ofIN 0 ou z '&i R JUNIOR BEO<ORlVe z 0 , a LU 11 - s,.m,', �' IIII IF IF.11 I V �,11 E Rwell x 0 U IW—o I I > E I � J dm Ga� o o a r ¢m z F- o �m W w irN PROFILE VIEW ' seem 30 0�109 195 =�E:, z uERR�z pow ' o STR 975 �DOcuSlgn Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C Z Z W sup �W 'IIo rrMa a a LAT B-1 LAT B-2 c LAT B-3 LAT B-4 �„ 9x "N. pNO'V'o 3 w U I- 0 y E U 4D 40 4D 40 40 40 40 4D 0 o� i i i ON r 35 35 35 35 35 35 35 35 m Q y�j e _go 3DI 3D 30 3D 3D 7S m D+00 D+DO O+OD 0+DO LAT B-1 LAT B-2 LAT B-3 LAT B-4 S7fEEr 31 01 109 orm prawec nro STR 975 c',—%_imty, x >D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C Y \ CONvirA MS--1 r ® ^(� u I e s e sE s e am n� w f� 4 J4#Ml<51#p�Cl 6RIVE - Z I r, \ 0 T PLAN VIEW L x a � ,.,EhNoo o W w 4 U 0 0 O OR 6 Oa iQ w e�No ,5 aENo mm �? + o o � _go 25 m Q °ll--El—, ----------------- ljy _ _ — 2 o seem 32 03 109 " PROFIL VIEW @a n 00 ANG O n -a..., —LE °Rli. -a. o STR _975 gn sm®�6 «.e•4 .e NWS 2,00 3,00 4,00 m 5,00 -50 ci%-� >D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C Ms No.3]3Cs9 o 9. 0 5 F1 1 ,11 IE ° tx d a 1 I _ a L4 lIv, r k a _ w soo w� p �-asNo IIINE PLAN VIEW Ll x a � Eddd�a Q U o -E Fl- o y E 15 FL�31LII ll E 11 lEll fell lE Q Z Oo a eca `•' z •, Es a moo w, w.w x i 28 Ho s eEuo Z e vao w, 1L w, 6 wn,w uxx wnx¢n y�j s eEuo e , >,xaN or rDKe sxu, O m 3 w 'e�E"a�o ���R�E,oP a"o am,�, o Om g a snow j O o ¢E O o �3 a co m $Q m - -- --- - --- -- - - ------------------— z 2 2 o wu 33 a 109 PROFILE VIE n<n�� �a .. s—E., Eo�-I o STP—975 0+ .QQ— 7+00 8+00 9+00 10+00 -50 crg� >DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C I as. x �E�e ®I aC ZMo.SSw 9i e900 TM I L vs oa[ [71 �a �G s Nn ,N awr roP, - ,a•urP�,x T'T e "�" 1 >9 C 7 x ! ,e -11]211 s s ss�- 1 ,a E-1 44 PLAN VIEW ESE-21 m Ll rx x a � �ddd�a Q „PE 1 F14n 4n hNoo o x w U W ,weir o y E � Q e Oo a s.,�,9E n ,s e�Ns 6 b Esq w, r 1E1 Lu v O O o �¢ ariLL o� QO o Lc) �� 3 — - -- q— 63 a O „meg_ � 3 Z_ Z_ 2 2 o wu 34 01 109 ^-^aa mmwrr ea orwwrHc nro --- F << <a00 PROFILEVIEWm<�M 0 F s�E. ze oRi. ^a, o STP—975 a a�mmm 0+ MWI.. '00 13+00 14+00 15+00 -50 1erg� >DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C s� swna o[uns�nF�l ® a.m......anux [ xasg xwvkaJECI No.3]399.9900 .o e5w 4 y S +a � 44I s a ssze 6 V 1y I� € -h s=w T1 ( 5 ro- 5 � ss I ,SPE,5B B�B4 PLAN VIEW IIILE-21m Ll x a � ulDoaQ hNoo o W w Ij 35 U y E Q 4s eeuo 4s Be o O e�vgoo wi. e'rsop vu. O O J ~^ ' °i p 8 C9a0 W W Q -- o a W e"t5oo w5 as w W o -- -- x� 3 r - � 3 seer 35 p1 t 09 SommF�, m^xaa 999rwHc nro a mmmmoB PROFI E VIEW m� o STR 975 w n+oa is+oa i9+oa 20+00 -so >D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C vkaJEC No.3l3 9.9 E.en�o iury ,�� ry aoo —8285 EI ¢rvE EE _._ _ I n TTE 96: 64 Ea EEaE ,,. O -ss �vss ss mss ss�.—ss acs cgs�,� ' o's ss. ss O [ s eaps l zci '=-h�se T _ W $ F IE o W .ua W A ,vp[1 rx " PLAN VIEW m ESE-21 Ll x a � V, " °i� hho.o o W w U o "PE E o y E x'recar i cs El »s 0 Q as e,u — e-rsw w,. :6 r5oo wE -_ a wi ZZl.IVJ U1411O J FL n Ilk 21111FL F1 31. W w a'- -- m v a v v z f e 00 wE x Era vcv oesz 6 Wm W W oo w u p J as rvo O N P N P G Lc) J Q o �3 a 3 z z 2 2 wu 36 0, log PROR E VIEW °a.. —LE. �oR�i. �a... .m o STP—975 a�mmm < m g � _ w 2z+o0 23+00 24,DO 25,DO >DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C '� I ® CONvir M 5 Sw vkcJEclANo.3� 5 wzssaiurvw eeeu esrvs rsss zz Z I ]39.9900 er ssin n z[un Rsn 7 � 9 o ux Fl s——s x,11x� s=ue LU e ase u _ F '� W � W -, .-e�,+ W � W ...�..W .Nf =M• � .a-�iYx^•fi'�, _ Z a rw[irx ` PLAN VIEW Ll x Do EEU � Eddd�a Q 21 111 El I °� hNoo o W w U o y E 0 Z nrvcz re Q __ •i. m ren - __ rON a — - - -I R YtOz o rz reez oa[a oaz rs sip Pw40 _ i_ _—_—_ o i n�zm -_. (� Q —— Z — + Lf) U z Q Ism r � � 3 Z_ Z_ 2 2 o seem 37 01 109 SAD- PRO% E VIEW Rcc 00 NG 0 -LE. �a .. o STR 975 gn m °R 0+ reanir26frAP��m Pr smnzns o.b 27+00 28+00 29+00 30+00 50 >DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C vkaJECI N°.3]399.99°° o o ne e of ® C) w , UJ w � , ,JUNIOq BECK DRP1E - v — �l/llli/1�.;C(il/.(G/�i6;11✓/�111 Gni'«/li�•a a ¢ LUo Ili - PLAN VIEW sIILE-21 x a � Ful a Q hh,,CIS Ww U o 0 c Z � Q OR 6 00 a oia ¢m aC O 0 m Q W J 0 0 o � v> 3a o �3 Ism F- � 3 LU Z_ Z_ 2 2 o seem 38 01 109 PROFI E VIEW —LE o°�= o STP—975 9�,r PrewEo. 180- 0+ s9a.o¢,-9s �m Pr n•��•�s o.w.z.xan-z,amm 32+00 33+00 34+00 35+00 -50 e %. >D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C ®Z __ -- - -- -- __ __ __®_1i__ •BWs � - - - - _ JUNIOR 9EGK ORIVL r c7 �r � ^^,,r�rrvr,rr rrr `c �r�iris'z.fv:w,ssuu,'i�ss�i ,s4rss=�sr'�rr ice' r- z i '"'' r✓rr ii ?i'�Y'n.. r.!>7�'�'�� r7i7i i iT'7T�i�,i i ii"' rT T i i l,'a ri e '%1.,,�li.,if.gAl✓<l�i ii rn ice.,, 'a,4'�-., ;.r4.. -. ,� , ._. ;.,.� %�.r ill/Jr/r,;;,i,,, ��,,,�//. 'a w a —I - - - - - - - - - - - - - - - Z .I II �� PLAN VIEW 111LE-21Ll x NO WATER OR ° WASTEWATER v�d �x WORK, THIS SHEET hn�;o w w U k o � 0 n Z � Q Do 4n O� O--- OR a ?O LL,^ m Q� OmQ WJ 30 LL a.' QO m3 Ism r � � 3 SeEEr 38 03 109 PROFI E VIEW —LE E'17D o STR 975 D+ 37+DO 38,DO 39,DO 40+DO -56 crg i8�1.V >D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C �Z o - - ae m uNc�a�Ec�c came /l'l7""T r r n.r/ ! 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WATER LAT A-1 o STR 975 X �DOcuSlgn Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C 0N! A 0 + � 9RR RRR t w I i7 yr 1{ I 'Z L L6 V, � rrM�a Q 40 40 40 40 U~ 0 y E roc r« U 35 35 re.a cxs v uiti Q Q N J _ r ¢ iQ w PreoPre: ,� [ ttt a m J 30 30 30 30 - m¢ W UW� F fre[ -----_------ I __- WY ue7 g Q aono a' �m 000 �m 25 25 2 n� mm 25 F J1�00 ��0000 WASTEWATER LAT A-2 23 23 �i+oa o seetT 44 oc 109 WASTEWATER LAT A-1 «oRo bwH ro o STR 975 x -DocuSign Envelope lED E4183828-27OD48AF-84E8-1D9969DC332C Ku["r p rola(I)arncs7oarzm 11"I w moM or 1.1 mua(a)av�Encaiuo oluus erxiuo acusfD- 1— dere GENERAL NOTES FOR TRAFFIC CONTROL a `NPNf£'w`r°`"�"0`9GN llas :g° IF-1 aaKrxlLr"r,r" OFD �<x�a a Omar<xa aE xax PORTABLE CHANGEABLE MESSAGE SIGN DETAIL FLI, 'LIE -IF 1101-101 1101-101 wIEE aEI—w IF FIEI �saa"a, Z -_ I IE ar wiuI F ro rn rim corvomws ns oiarnm av rxr rrvoirvrw. W - - Z a ar b 4 orau,�xr=ala�M`FF I)FE III IF EFFIE'IPS II II�aoAI�9s�a�oarwa ala �w aEE1sr �aEa a.rx1 Ea",lar,l7 ILIEIIIIE 01 IE 11 IlEll 111 01 111 a"asoa 1-1 xar 11E gar o a11— a Pl.FEI IF III I'FE I111110FIL �4,rx, LL w xx��4x r< ��",xEwxEE L aE FIll 1)11FLE111111EI „aE I" (I)xFLE a�a�awE xxrzEx axx"= lLWI=a"�x�ux"xr4xxxxx=ax�xx,4,xEw4axEs �uawo�xa E olor��r.orM��E =�=E o taxaa ro",la<,xa sx "a„��aE1 Ex1aaE"E,s1a�cEs xr,xE ��rx�=�r�0"EEx�=�a=41111EO .�uxM 111"1 Or 1111111 x �.1-11 OIDEI �,x1,�x1 OF �oE7xx „ x .11-11 FE loxsoEa -Ell 1,III wa Dos ao rEus. vaKa m 4o 16 ao^lsos ® 'hNo�p W� W0 20s'2 0' 5 60 5 k _. riuE as FIE sam is aauu wEu 11 uE 1-11 nreouw rear c ury saw q0 26s'295 320 0 BO-00 240 p xr 45 495's40' 4s' 90'-110' 320' lkil) 24 Mtf) > u�anrvw IF rr>n wcxsv umasc[c�nx�uaa�wr.1- 1 P1.1aEw^"Iwjv[u[ 50 500'ss0'600' S0' 100'-12s' 400' �- a�i�`-°�`��� °”arxE,rxa�xa"xalwx"�rw",xarr�EEw,xxE ss (-ws sso eos eso ss 110-140 oo PHASE 2 — STANDARD DETAIL FOR DRIVEWAYS v oEll so 0 so 1zo-1so soo WH ACCESS THROUGH THE CONSTRUCTION AREA 6s 650'715' - sruE.",r.s. [aloa[ary 70 770'840' 70' 140'175' Fl F.IF-Nalloauav eLOLU IOIE PP orvsreucriory E.L 111.10 IIIivaiEUExtarouumwo N WAY pEv�s'J Z of(r,ER aw+11 IT O O ¢ r p raI1�c E"a�"aa."a. 4�4„x ala"wI11 xE4x1xr<�.-xar xE�r»arxIxa x, Ewa o a TI nnm ® i Q Z 11 "a"°�",`�"`i P�aN oaaIl Too`a a��E11 xo°o�aE:EE�E�pwo'`Ia IE��NI Paha" no;b'i �"xaa �z�'�z;'� Q m ¢co mu reeou�rer a rz-noure xmww,�aLU TO PI—E IF—lOTFEFA- x. c)asxaEs ExnE aaE T.Daus ca EEss17C FF roure(a)res�c.cre1sx Drell p,renK�LIFE we to a PLAT B�R�cus — m Z J IT, cvxfc uiTE)oxoEriFuuu[aivaxcrsno xs sxaoEu�Es iocawrEox45 TEII��� .1 aEIIxroIATI saEFT aExaar" ,a,4 "�a"s aw,Ea Ax awEo"aE roa41 o 3 FEE TIE ¢O TTII LE ATTIEFF Mai a�m a��x�l o�xs,x�mmxw a aE�alam as" x 4E �,) K Baa ¢Z 21 �4x�111FEE E1.FELlxa b,r4� ,EPE a�ac�E w f El seer 61 a( t ae PHASE 3 — 5TANDARO DETAIL FOR DRIVEWAYS R 2oRo owl s ro. WITH ACCESS THROUGH THE CONSTRUCTION AREA o STR 975 sr r imxu 1 D,,,Sig,Envelope ID'.E4183828-210D48AF-84E8-1D9969DC332C f' ®z kaJE, o. 3 33]99990 g�/ � vC n IF 1 91' R F1.1 FEIRI III W i Ju a,, ENo w N'DRK ZONE Po �� 1 R0,, /S/J /!„ THRU TRAFFlC / d P bgo,0/011 i I 0�/ �%, m Wx 1<,xEEEEexx=�x xxxx5 / F �i Cj rG Noao c�osEo 1111(1) /i // �. i c� a f) /F- // as w I�IuW,", nI ONE WA /r'/ =s) /%l /c / 4'',. IRIxcm� / /s r/Ov �, WAoreuu 6rz1 "N. MNO'p o� J I GGv° Q M uaE 3 L IN SIDEWALK / ROAD I c e U 1 � / J CLOSED CwSED i1U�// END / !( W AtlRK ZONE s) ONE WAY , ] % tev=o) �— Z / 1 � � vaE�n eaR p U Q 1 1 �/ Vo w1Ab a % %�/ %!ii xxxx / ,A�urm; FOUR I "'IF-RGREEI FOR %/�% /i,/%�o „� o as=:, oNE wnr ,6 o J xxIIEa� �/ (R5-1) oNE war a il/// �xLo xxxs -� ire" / ' %D b�1 ao x'61 N 0 F, N wav / ° J((/,,;i ao�b�, " ,re , z a—x=1x xxxx N WA I m Q U Al. ONE WA ISQ p ate.uuu ,� d EMR _ Oe'r�s'1 ONE WA , IJi Q ENo FOUR(4)S/dh RVDRK 20NE '� xx ( ®n LEGEND :, - Q f l ONE WAY ji scry ( IOF If,I 1S I T.mE u�maa cwE m I ( %////✓/Oy/O�////l /l,/O� /r�6G;®Zdl<Lv///�//� • xEnEcsoazEo owrn C EN—EI f RIFLE x) o o11111Nu IF— D fey yea) / 4 EvSW 11 1111 1111 IR FE y„ '//9' l'/////////�%//� �I o �ii�, i / fii � FEFLERE"FEs�,Po�r sHoT6 sroog ///Men HLA N uI�W /iIlEl r! PH iH TPMP0,,HAF?Y TRAF�IO' NTROL 9 c.R75 STR 1 DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C °. mNvirAM55wCEl j a e a4a cue(41emr rn . 7 ONE WAY res e � W W 'a o Z 2o � a � I�ONE WAY,I (sa szi) Iy ff �� } rsrsvzaft Dare o I OT SSSW () uus ENIENII " I— m 'reE m E ) ONE WAY ps mzf � LLLLII are K p XOT ® _ ® ONE WAYII1�11 El t S U c F ossst ON® f ) ® ewta uus + 11 21 11 nsezm oeuus , essewz vrz,f I� trz,vrzrf (sa rz,) f��) o po}x7 p � UNIOR BECK IV -- -- — E _ U // rea re �i iR EMR E R m// //. exrm t s zf sof ,,,f N WAY resLEs oA�s G�GeG cs E �O///// [b Dol N WA 0 e✓�P,� � asa s�' Q irz 'z pa4e<t OC m pATY) O 1111(] ci 1 ®�f FNTe fA .1111e[ (77)x)/ tan rso'> !ss'r s) ONE WA,,, 5 f ONE WA S ,t I/y►y% I ® LEGEND livry� $Q m ff �m eEFLEC—1 Ee 1— e�eE�.oN��eaw r ami, � ,� �„„ ,, sHEtT 63 �1 oe F 4AN,YII W ",:', ESN N9�99w 99 ID p�9�wNN PHASE 2—TEMPORARY TRAFFIC CONTROL NSE NENN E s9N� n STR 975 ,,,,; Ff 1 D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C ® oNv s s/ Z — //// � � p. 3 , r/��� � Ali/ i/T �; •1���¥� RN P z s �jti � ONE WA e� ' W lo' -WSJ M1bRK ENoZONw E ak f )l � fx4n1 E Z vo �/ �� S�o xr � l/ G ONE WAY - tz4°ve4) g EMR (R20 V, -si) /d, o Jv :,.... /� o �No� LSbRKNNZONE i (/ f ) ONE W oNe wA )z; )) /%/,� -LI E Q / 1 IEI a/ / j' Eo r i reo�,ore / f 11 r) �scx pm l i IIIIFII 11 11 / ® XM J Ire reb)1 �Y,, 11( fl f y�col ( )rw) // nrere cnree re�re s rere s,re4 9rere :m nre`re,z) rere)ore re )a4,z°) (,o i 0 ONE WA o a m ONE WAY 11 s') I m Q a O fe4 rx4) .. Q LL rare[ WW 161 ( ) ( J J LEGEND v ENDW um VARK 20NE e r ) 1 a � I soN E ��i 2 a rvPE,o.111.1E m o II c i l�/ • aEricc*oa zEo ocum I a U'f/'ao2/�e�0//�//�i/////O/00//Gfii ..✓ai/a�/G .oc*oNaL 1111r(24rez4 µ � )) -rrew aw //�/% c/'////////,//% �Eaa�E MEssa,Es ~rere 111-—Dare —aa�E w �/i /////i ////�, '�i ret sNEEr 64 IiAa 3 TE�MPOHARYTWAF�I�CfSNfRO� / � / , 9 see, 66 ii ® �oresre STR 75 f3re�.o, ,rere e� Ff4F rere .,.>�m�,,��a���: ,,,, I P 1 r_180- 1 D,,,Sign Envelope ID'.E4183828-210D48AF-84E8-1D9969DC332C ®Z A4,r //� ,,,3i 'r'" CONvisAM 5 SwCEI j � vFCJECI No.3]399.99.00 ao OR I R w w Z � y EE ER Lu R-g ONE WAY parmz) es�e R ONE WAY �.virz) , LL� ONE WAY fat mea la ONE WAY fw rn� 21 f 4J FIRE 11 eIecws V~j > m W m I ®mea FIRE maaRe cm esrserrEs 9�221'1 r rii rrra, ONE WAY � Kv= 'z �rz,rrzn M ene' �`are� no rroF o" NNX� FNTFR f 1 rs wa1� hn� CIS k rearererz dre. J IOR BECK ROTFFII 11 „G / t) ONE WA t vir) .a. o ni ice, %l�l////?l E411ER /�r R 0 9 a ��u SEs o F� � ( FIll n � ONE WA p o a prs-) fx4 vrz41 N r os ONE WA (ssrz] Z(� IFPE Fe,wwrvo '�F.1 ® 0 ~ ' IVA I w oNE wA 1re.rei LEGEND WW O ONE WAY parcel ® I m 3 I ® '1 I [nEI—IlEl 111. R] a (21 rLAIrer,9 Al—90,0 09 Po9.,FFE rzu��rE ME..�E sire 1rzrzM�� a, —A o seer 65 rel 109 PLAN VIEW PHASE 2—TEMPOHARY TRAFFIC CONTROL 9re��eusNa�N,H� � STR 975 1 DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C OBEY OBEY omv s s WARNING WARNING rea�c 3F vt— SIGNS SON STA UW SSI TATE UW v (orzo Baal ® v ca o. IE 5 5 (saaz,) ENo ia�ii irere,ii� � � wsoso � e1���°� WURK ZONE I pstxl z Ka,c.s :gig/; i fow un STAY NEAP � ara (moo soa) Fl— WAY SPAY 2aE Os vx4] ® ( m) Rurc-UElll oll Z FlX6 P5�vx1 � p feo"Mle, <I Z 2 W W 1Ps�rss) Z 1-1 1111EI 10ll E ae6wre—E a rewE m en 1O's I ar anise rz wo antes O �El �ewrzo-�o] ¢ 'L [o c'V NtlRK ZONE /E (re"vzai �� - J re�rvolwury WAY � CLOAD ROAD CLOSED W e.wec4Es �Ssrez,� _ re�I1n„aEI ear E _ a CLOSED 0, JUNIOR BECK DRIVEre JUNIO BECK DRIVE o [re e� arexoD 0 — — — — — — — - — I yy��GGd9 a WRONG I �!M'MN'MNolly WAY rr«=,reree,ore,�E< 0 ���,re:r1 �arere ,wo lrzR raE� j• � E • w . J I �- -�--\ m�oN�[av AeiEa -.11 sw \ a wa t'Ucrv[[re m av en N re wrr¢rervc'i CM rvol�� Z o �� D Q �E Q ��rea�rerere�rz �a re rea o a m no bo°i _ O N J I !x1!11 p6Peg ONE WA I ~ O END p _ YARONG ?40 � MURK ZDNE WAY uew 0 1 re_141 4 s 4 w m PCArz,-, (aa (Urz1 )) m 0 1rz�o-,re, SPAY NEAP ��vac'1 I END I mrzo-LEGEND WORK ZONE .nx mrzo-saaR c nax I �a� ( alamm 1 �:,) prem �� rao141) `A`s a=� I ,�E��aa,re�E suv uERrIEFLEI ® m O uea Kn um � I s p oaEc o—rv,a ea owv OBEY WARNING fso'v,e) WARNING SIGNS A cN taws)E 9GN5 STATE LAW arwaEA mEssacE s maam ® �ore=,rereR�ore,�rz< surz uw o seer 66 01149.. �,re're,:.i wrzo-r1 prwx7Nc nro sH,�ow uEre rtE w,re �,a„n PHASE I-TEMPORARY TRAFFIC CONTROL .re rzre Mo ry.Eo<„E„ .are PHASE 2 AND PHASE 3-TEMPORARY TRAFFIC CONTROL STR 975 �o re�re MENsry Ereres �. SCALE, -20 I-E -20 %ieo u >DocuSign Envelope ID'.E4183828-210D48AF-84E8-1D9969DC332C T—S DEP—MEM OF LEGEND HDAD RDAD WRflN W Rrc E e z♦� Lti AD e ]1 �� a zi♦ p„� aw I M i-0 a; I Hca f J a J Hx t wee ,,.e D�♦ Z ED $u o 4? z ,v 67 Lu �D z eo 3o W a GF v 4- n o , _70 ,r. .o 11 e w � v K ' s u✓ i PICAS USAGE U e Y f/) GENE AL NWEE S b x r...I p� gee ru n.,n s .e anr.....v no O E U I I � ....oar O 0ir 0� ORAD WORK k E ,r4 /� --a 1 r N O V v blii �RaD� 'r blii e,.ob z0 U� woaK I �m o � � o AHEAD Q LL� o� o' 0 e IA '� ti ,Texas Oepar iransparfa on 5(a d noaM F TRAFFIC CONTROL PLAN x woen aRnowRRx CONVENTIONAL ROAD 3 A"EA a enu SHOULDER WORK o TCP (I-ic) TCP fi-1b) TCP (1-1cl TCP(1-1)-18 F ,. WORK SPACE NEAR SHOULDER WORK SPACE ON SHOULDER WORK VEHICLES ON SHOULDER - Convent ionoI Roatls Conventional Roatls Conventional Roods - o SYfEET 6�of 1 09 °D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C IS is_T s zA s a s r[xgs oFPamM[N1 of BARRICADE AND CONSTRUCTION (BC) STANDARD SHEETS GENERAL NOTES: =9- - -- ------ ------- rennsv.mnr.n ETM 0,FbA L T. One Barr'.oIT,—ee+s de and Cons+rue+'on Standard SIBC seels tentletl - 1TO 40MOMOMOMOMOMOMOMOMOMOMOMOMOMOMOMOMOMOMOMOMOMOM01. 1 x rali eaR o[ �€ io show tyD cd exdmp es far p dcement.f+empOrary+r.ff c e R rJ .n+r ° tlev ce5, ConstrLTG l.0 pavement mdrk'ngs, ant tGo F. work lone signs. v. m uI' mIm n _ °" The information conic nod'n 1M1ese snee+s meet or exceed+M1 rem. ^' v e requ nts "o sn.wn the Texas Manua on Un form it off c Coniro Uev cos TMUTCU � An -� n T � I i r 2, i1e IeVe opment and Ie sign of the Tr'off'c CI1t1II Pan ITCP's+ne _H•.'rs" - M oRANCE Z S. P, respons D +y of+he Eng neer. «1 xr- 2 _ ' I. CDnir Drop 9es i CP ind gnId .-I- x 1e 9L°rx nq Q d ed gsE « m MORLUR' 'I.. z W 4ua , 'cP -. pp ovo _g neer Y .PVP np wvlre_- SES sign and sea Co r'acto Proposed cho ges. Ann srueal. e Z og` 4. The 1 71 respons'b e f r 'ns+ 'ng dnd md'n ng t dfF LdLx 25 o d "g contro tlev cos os mown n Tne pens. Tne Con it.c TIP+m or doge 'TS T n Z n he r r dy n t move c rte approx nate .cat on of a y Iev'ce w thou+mo Provo of+ne Engcnee �1 W n C o 5. GA.F c des gn of .,sn'fts and de+ours sn.0 d, wn s b e,me e++ne x """' "' U-;-, o$m .pD'cab B design crier'°II—Intl n mdnu.1 such ds+ne Amer'cdn r i 6 W ITE o s' a< of stare H'gM1war and TransPartar'an Dff'c a s —ALF1D,, O CS O p. fa ar'an °.. A Fla'c,Y an Geometric Design of H'gnways and S+ree+s, the T—T Roadway Pt _ z -- " Ues gn Manua or eng neer ng judgment. O O C� x" i s A.,- Lj TRAFFIC +he Fn +fie END ROAD WORK, G. WM1Pn Prolec+s abut, .'neer(. m'Y.m'+ - m ,.�Y FINES DOUBLE, a 'ng'T gns AT yn ny w god i+prolj ecce rk° mous to the mol dlFef M1e ml« o rs naani,a acx°n rell°w, ompae,d°°°5, oh-tI, r s °e �° O O O m dd,d.en ,. + f nd tee +ne ygfr necessdrY wd 1" gns os shown.n these s is he TCP sheets.r d _ I Ls nr n�LRi] a s 5 3 0'Raa us » rected Dy+ne Eng neer, Tne BEGIN ROAD WORK rvExT x MILES lig,sna be Y Y ndent,a acx an ; hgg (revised to snow appropriate work zone distance. ,1 1-- fiALx ov rc ur: onr.c spec f ea e a CJ DO e vng'neer m 'np s gns o 6g 1. Inv Ietl .M1ays wlPio mo0�ron w�01M1ww orm ono traff c vo umos gi�' pp Inst fy The s gn ng.rf pNryJp p>C Lu 'Cl ^b 8. All signs Ih,ll be co S+r ucte .ccorda the tlei.'s f untl'n e "s+aPITndar'I AhG.FHiynwey s'ynnpesignsdfor texas,"nc hetli+Tan. signlderallsin °8&la. p.vide I de+oil +.+n snap bo ,fore the ° s monuF c+r hall O R'! 9lgaer s _ "elmn+r..+.rso° °s°gnR6 SIGN DETAIL tG20-tOT> > E 9. Ievices s ~ E x BCPs awEnglneare will UP—1 Tne+he most U opo.Fri ate+r gffmc°control devices to b°used. 10.A n BC121, +e OBEY WARNING SIGNS STATE LAW ITS' , STA' ALERT i K OR TEXT hLATER 1 e SlgnhDe r oil G2o-loll Ill t WORK ZONE TRAFFIC FINES DOUBLE only p led I dLAtR s I De sed. The"Compliant Work Zone sign w p aque n.11 b re of The CSJ limits. Howe TrofFlo Con ir.l Devices L nnICWZTCDI d lif�ed p d FFI CIFINED D'FLE°s7gn w requlretl o proiec+s consls�ng f aro r mobile opera n rke tools.tIlping or ing Adgelin0errumIS I t IS—,be .untl on-lin°of"A web address given°C p nolPs.°The BEGIN ROAD WORKWNExi xuMlLEsisCONTRACTOR and END ROAD RK signs b,ow or by con der JO_ be ere.ted aT or near The CSJ lime s. Texas Depar+m..t of Tronsp.rtatlon 11. Except f r devices reFLO ed by Note 10, i c con devices s wlI ir.fFio Opera+ions Division-TE N Q) be st° A o y nile work i5 aDtLo y n progresst or°Ieflnlie Teed none 15121 15-3118 Lu 12. i eEnDlnnP.er tos the find) decision on t1I l.fati.n.f dll traffic control W,m V tlev cos. SHEET I OF tp Tm 13. ln.c+v eau pme ing w s THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT *" Q ee parked a http//w RRJ,tgov �Te p GO mL si b way fr.m trove does. rney s.0 d.e as c ose io+he xas rrrrom or rrnn ran prvrera, r'ani of way 'ne ds Poss b e, o<aied beM1 ntl a bort er guar tlrd srerream... or as approved D,y the Eng neer. ° COMPLIANT WORK ZONE TRAFF IC CONTROL DEVICES LIST 1CWZTCDI U S DEPARTMENTAL MATERIAL.SPECIFICATIONS DMs> BARRICADE AND CONSTRUCTION u�3co WORKER SAFETY APPAREL NOTES: MATERIAL.PRODUCER LIST IMPLI GENERAL NOTES g o F Workers on foot P. are exposed to+rPFf c ar to const ct on e en+ OT-1 DESIGN MANUAL SEE MANUALS 0 LINE MA AN S qu'pm W+n n+ne r of way sna wear n gn v s b +y safety.Apar. meet ng STANDARD HIGHWp vASIGN DESIGNS FOR TEXAS N 15HSD R N NUAL s> m rhe reqs TIF, .f ISEA'Amer can N.t.nd IlU1C.rd for H'gh v s b +r BC 11)-14 � x APPdr'e or equ'va eni rev's ons, and abe etl as ANSI 07 2009 srantlarl Tex As MANUAL.ON UNIFORM TRAFFIC CONTROL,DEvl Ges TMOTCD, ~ erformance For C a s t or 3 r C a s 3 garments s d be cons dered for h gns+r.fF c vo aloe work areas.r n'gnt+me work. TRAFFIC ENGINEERING STANDARD SHEETS r SHEET BH o/ 10 ISIOSS .1 AS, mxoz�a u.m"e"rr",a.mr � C1tt PRWECI g r00]JA >D,,,Sign Envelope ID'.E4183828-270 D48AF-84E8-1 D9969DC332C TYPICAL LOCATION OF CROSSROAD SIGNSw o x l T-INTERSECTION K TYPICAL CONSTRUCTION SPACING E WARNING c SIC SIZE DSP CIG" n*o nii� _ Pun __� sr... mLeilz>eae e ssxoln 4. i T IS ao 3 _ F s' s P. „e a ee A3. p Vo« i oco;.. vw �ycc o ou ncefi neu nza-o.,'s oeo CEJ LIMITS AT i-INTERSECTION W ........ or o m rr ru o rope +.-v �wc e n..,n� ror..cro .ce.,�ecrvc Le• � �' ` ceeo a_..�r eo, .,Re R �.«rt. ._ouv,. wnru oio e.oveo ne eoc we.o>>e s `o�r.n W GENERAL NOTES cn..,�s or x ne a ie. rx.er.F.or n. .n4e L e e e ea o......... e r..o +A... o WORK AREAS IN MULTIPLE LOCATIONS WIiHiN CSJ LIMITS z ux SAMPLE LAYOUT OF SIGNING 1CP WOGI BEGINNING AT THE CSLIMITS e e <cror,t _ XX o r � �� x � Y XX � n. e � > E r� z � nza en � �09 � o �x — a u r w xe r wno .o in x CXXf e- zLrx x x z e [u r e e ..� r, cww -ro NOTES ok 00 V cc o e„ eeec ee �.e. ��e eeae er �e R m 0 - o s o er ec» e eoeer�. SAMPLE LAYOUT OF SIGNING FOR WORX BEGINNING DOWNSTREAM OF THE CSJ LIMITS SHEET 2_ 12 ?O 0 STAY A EFT EM I�,x.rv,. . .,,Z o I .�e� DE AND CONSTRUCTION a.e.. BARRICADE LIMIT `� y �M �e Bc12>—IQm $ X"p L✓ � seetF 69 oT 1 oe >DOcuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS Work—e s0 'mi s s u ra0 s be regalorory,a ilehe0 init coraance wh the-1—Is for Est-i8hinq SPee0 zones,•• TIZI�IS—DEIPZ�C`MIETM 01F11 an(fepeeaPPrcred0yrthe hiekos iransaorrar ionCmmi ssion, or city ordinance when within Incoraoratetl city Limits. Reduced speeds should only be posted in the vicinity a,`a� aia�r of work activity and not throughout the entire project. Regulatory work zone speed signs (R2-7) shall be removed �_lul rs § or covered during periods when they are not needed. f I Z s@, Wa W U 0 �Z W rh a I'LLoH�F ii ,say 70 U 60 G, x GUIDANCE FOR USE: LONG/INTERMEDIATE TERM WORK ggXO ZONE SPEED LIMITS GENERAL NOTES �ry 9 OL Q o s e e n o err ,e o-. pN�V p X w n _ c 1 / Sry u a t u�r ,v� r,..�r�n y IE L r for ea, �rec o o rage. U F FFD I3 c ' „r eu ena a av yLL vG u,� im wr.. rev..uU u U Yl o c .OG. s a n. pe p,0 fcr 0 m N SHORT TERM WORK ZONE SPEED LIMITS LU „r rr ,r r „ru SHEET 3 OF 12 ., -k 1 m Y rr a ",wcy o oc.,iiY liAons W p z 0 /Tw.ww w�ro,T,w,�, rwra s„�,b � � �a w � r "°` BARRICADE AND CONSTRUCTION o „o n e WORK ZONE SPEED LIMIT oa 109 g_1'0. >D—Se,Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C TYPICAL MINIMUM CLEARANCES FOR LONG TERM AND INTERMEDIATE TERM SIGNS a s. �a o se m�v «uor a oc > a F 68®AD i"o AHF.0 I, CQdI® ;SVbrAIP AItE3Y 'LD M 'Rf151A bB0'R"X 0541 AKEe4fE e�f4,a 1111 1,1 T11 lll�� 4ll I'm ... .. .,s.v.N.,�i. Z Z a E..aE� a�t�a� .E � ATTACHMENT FOR SIGN SUPPORTS ev,i v r e r.,r j e i RP G(1�IC�) y Aeee x �/ U 1 ,VTI CI VZW � \ CC Ne'IS-11NOT \\1 s eholl Deattaahetl all k f(. / di-11y to the sigh Support.Mul t'PIe e "gns She, U.1 be 1 1111:o n Y �r icr aero.o P wr jo'netl.1�spl iced Oy 0 ony me A. WnOtl suDDo is shall of be Ij e.tentletl o epgvetl ,awn e. aeaa ae o, �.n R.., n ory py splicing o wave other men. - a STOP/SLOW PADDLES CONTRACTOR REOUIREMENTS FOR MAINTAINING PERMANENT SIGNS do WITHIN THE PROJECT LIMITS 0 0oq o��co 0 ormo> +a.co y r c m s s�via.. ve ee s�� .v rz SHEET 4 OF 12 R Q r a � oeate. BARRICADEAND OGTION.. TEMPORARY SIGN NOTES .4 r �T om F- 0 _14BC(4) Ns ^ �a r �r,,,e,, �a.Xe., , 1 ___ o seeEr 71 eT 1 oe >D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8t1D9969DC332C �n LEI zs � — I� ✓ IIP IIEET I ,a ✓ am a m � - 1 y z w .i ✓ w a r r.m+ sin `� sia own.io,.x ioio� r��i r�o.�i.� ora��ror a omw, WING L NNEL �w " PERFORATED SQUARE METAL TUBING n, SKID MOUNTED WOOD SIGN SUPPORTS Lu ¢•_ a GROUND MOUNTED SIGN SUPPORTS LONG/INTERMEDIATE TERM STAT IONARv-PORTABLE SKID MOUNTED SIGN SUPPORTS❑ mea rx � �,_ �WEDGE ANCHORS _ e OTHER DESIGNS tl'"kNNX9e a o �oa� W'iMR�No',V p Lkl w` GENERAL NOTES U� y im pian v, u acivc........' / a �r�.,�e� ,m, a>nr oa on Jnr U OF orae � �>>x i'oguo n 64 vE WOOD POST SV SFOR GROUND MOUNTED SIGN SUPPORTS " o. rv� d O r., X w ' p v _ n �a r m SHEET s OF 12 Q m U 0 :Po"gib ¢ ¢ 0 0� m BARRICADE AND CONSTRUCTION o .ri .... TYPICAL SIGN SUPPORT x SINGLE LEG BASE ,x �" BC(5)-1 4 m p0p rw SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS s+r�72 oT 109 PRaE�g_,BG�A �E—SO,Envelope ID'.E418382&20 D48AF-84E8-1 D9969DC332C RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES oe .. .. veeeu ,,,T.�.v.c Tae Engle om, m:y 1417 oeo r11T,I ,,I I-c I Y mTrrcd L"'.l Texas DEPA"MEM of - Phase t: Condition Lists Phase 2: Possible Component Lists x TT`1EITIOIE °'. Al'in,10 Ica ffl,:- oo n-n Loom;a, ITT-loq AI acccl , ,.�,EEc,,v'EEon, ..,...e Els+ w e Io d'1�on E�s1 E, Ele:r Lill ,[x Ac Hca .x I NA -- h;--- - `-----Rv --� -_� (7 IT SIT L` TI 1 1 ' _7 1 Ix' Z I s .x. x. '. RFLTFNL'FLOSED 11 I I1 I1 �I W T, .. m a - - - - - - OAO n�A 1xxi ��[`5 EEE,, l 1 �IF�L J �� xx «T 0 T- �e, — — - X (SUB Q lX All o �1�s1E„ �a m.o 1�E,Pae. E U ,e I'll All dl_ n APPLICATION I PHEs GING ALTI—T.111 „ue o v If o 0 ca „ ..o ....P„ - E SHEET 6 OF 12 m SIGNS Nll IY F 0 LL P-A IYG LL/ItDRhIL OR Ill* Q v (ThOL[If[f[RII R 1- ![ A JINIJ IA GI I OUT, !I �'rexas enr or rran po anon srn�nm & m Q Q ir Flf II( IIS IIA FI PFI IFN II l '-' II/FII ON fHF FWIS UN 142 AI/$ I I III VCM` Ni N I%O,EI I,fN )I I;:,rM1 0 J m [I IEr I. WHIR FXF)FR iI IxENrr AIII1 IV OUT PHUnI, BARRICADE AND CONSTRUCTION slvuloIA(I VII,ON )«U.:rl ILII�F II+[ SER olnFl+so[ o-1 Ev:=. PORTABLE CHANGEABLE ^" PEIA6SIGNS MESSAGE SIGN (PCMS) 3 ry a,. „� �e BC(6)-74 �m o L. w,o,r, ALL,l o SArrr 73,r 109 z DocOS,gO Envelope ID'.E4183828-270 D48AF-84E8-1 D9969DC332C FFEEF 1111-T'la x ec(�)eaa o[ FL A ...... e, �e LOW PROFILE CONCRETE BARRIER tLPCBI Z s / / W i \ W CONCRETE TRAFFIC BARRIER UCTB) ..-�� a � aA. • • Re I� DELINEATION OF END TREATMENTS END TREATMENTS FOR • • I/1 e CTB'S USED • - -- -- Ct: ..ooewoy o z:,rom IN WORK ZONES L°�Ury LE r a ai(rrtFll z a _ BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND ATTENUATOR112 o - WARNING LIGHTS O 1 EMEN S Q I E 10 r WARNING LIGHTSe MOUNTED ON PLASTIC DRUMSo z ss Tae e e o 1 , ,wvyaz ir. O O U - -- '- FLASHING ARROW BOARDS i w BE a c, o are SHEET t OF 12 TRUCK-MOUNTW V Wy m f ATTENUATONS WARNINGREFLECTORS MOUNTED ON S it DRUMS 5 SUBSTITUTE 0 S E C-EADI B N W NTNG IG S Y C ZN BARRICADE AND CONSTRUCTION c v o e ,e,e wre.,�e�,e e� eeeeeeo,e��r,.�.. ea,.,s, _wee.n�Ne_e yet e, ARROW PANEL, REFLECTORS. �� N WARNING LIGHTS & ATTENUATOR Q e y e ro o.e,e�e r, e — .e BC(7) 14 �m �ZX e IF >D—SO,Envelope ID'.E4183828-210D48AF-84E8-1D9969DC332C GENERAL NOTES a min E *Exgs DEFA r. — _ svo�<.ory ET No0 x oTEI'L 11 EEET DE n, m 7 w_ W = 1. 4 e W Z �- �t YmNi or M t 9 7 Z U GENE DESIGN EO IREMENTSOTEDI asa'c rumse us2tl On 111 a 1 ' s SIGNS, CHEVRONS, AND VERTICAL PANELS MOUNTED ON PLASTIC DRUMS w � ny Tic a _ aoe n. n.n nm:':ppMO Q ph k a n. .� n r e � e u V p k ems�r o a e if 0. n e y. U y E NOTHOREFLECTIVE SHEETING I<Ap� O O m DIRECTION INDICATOR BARRICADE DE E B E PEDESTRIAN B I DES cre.o vnn n,n.nr. .in Z 4 W BALLAST o r r a �cr e�ci R m Q c. SHEET 8 OF 12 V >a ooc,. ..poi ,texas mane of Here �111 m BARRICADE AND C CHANNELIZING DEVICES 3 CONSTRUCTION � CIE O BC(8)-14 1x s E[T 75 D1 log >DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C GENERAL NOTES � x 1 e I w F u, e C / a VP In _ Z Jp' y \ 111 E Z ee, ..An e 7 w k FIXED ° DRIVEABLE 0 x.. CHEVRONS T 0 e o � I _ vu� o F� as v «:,r„ e,e ..... oe of L—AL 11AN-121RD DEVICES(L— PORTABLE L PORTABLE .:ea VERTICAL PANELS (VPs) SUGGESTED MAXIMUM SPACING OF O e,g�or CHANNELIZING DEVICES AND O N m AS MINIMUM DESIRABLE TAPER LENGTHS . Lu 4 F�I ergo en,. oa vxro„�. r.na�prr DO �SHEET 9 OF 12 DO V It fie' r xro of reeve o no ex eea oto ' d� m s wv ,Texas W )w.u'e Ices ree.2'm, v's Nocee ve ween uta vea. re ea JJ ons Cr finent of hen pa Ilan Stan ab � Q BARRICADE AND CONSTRUCTION $ N CHANNELBE IZING DEVICES o 1.- J �e. III BC(9)-14 � HOLLOW OR WATER BALLASTED SYSTEMS USED AS L OPPOSING TRAFFIC LANE DIVIDERS (OTLD) LONGITUDINAL CHANNELIZING DEVICES OR BARRIERS so 0 — o SHEET 76 0l 1 09 1 DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C ® aE BE Z ,o JUNIOR BECK y \ 3 S �,x TOP - W. ' o LILL .1 11 1 aE,oaM,o,„EIE.11aE, 0 oL nos �IL„f%meLL+u `o , —— IEFI IIEI Ifaawfasaa,] WLILL I.T III III a m 34�fr JUNIOR BECK 6 III I as au BELLSPEED IlEI or L E, (BLUE) o _ re,a30 PLAN VIEW P \ TrrM Q r<ne1 I-E 1-21 JUNIOR BECK °" oo INE ®? 0o f / U SPEED CORPORATE °" w I,f,f ,I ,I , uwrt a 30 STOP o,nz�a Lr LIB IE FIEUEIMI— IIFL JUNIOR BECK WIVE Q UP'IIe II uq ,a+stn, A co 5 m¢ p ,reercifasaa— ' r,a A ILELLMI sx no F—EBT w, MIIIEI Ia61LVI0a zm,n'11 a _ � w u [2Ec ILIazm,a raE x Lava SPEED g sEEET 45 /1 09 Q __ _... LIMB reo crwwrnc.w PLAN VIEW 30 / STP—975 x,L1or, / e �>rPreaT�r_,ao,�A 1 D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C I ®Z kaE o�� o.3F39<e9.o I \ g N Q NW(—H JUNIOR BECK DRIVE w oRj w M. a _ m � ,RE2«d,m,<,,RE more— a ��IIRrrM a Q FLAN VIEW Rhho o W w srxE.-so o I ® I U E I !(ZI) o d N O N Z Q ZO (1(1(BRq(a ] ()(J(N]@9oN 1 o a f JUNIOF�BECK DRIVB q � m o y YW jN WW III 3 y *reE e e(awp I -� u,arcre,res�Emorez] re[nwrewu,— 8PCCD u,wrere,reEr1c�oeno,n=rreE nwreorn LIMR 30 I I seetT 46 01 log 21 Ill oo� FLAN VIEW STP—975 E—E,-21 1 DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C ®Z vR:`JECoNv 514/ IANo.31]399.99.00 Hml 88 �4a� Q IEFI 1.1 111 1� W �;e c1c)c 1t ouuW a9 z+p ,. ze+oo dWJUNIOREE`CK LYf?IVE" za�aa zr+cr, ra a �, I w V ( EOV9 RAS[D PAmAPn ER INmE1111111 IT ERE HmRPM Q nP (—E)IZm— E, Pnwsw, o uaax (RER1 AE FIRE xroaun I I I w = � U � PLAN VIEW IErrMa a Q > E SPEED $ uMIT 30 0 0 – _ – Z Q Z Z a IEFI 1.1 111a9romso�u w y ,IWNI4R.�Q�K pRIVL a m d an �a+aa as�44 � aawo 0 m 3 2 V arcEa(aEa(Ec101s01 e0 El—)RASID IIIE— V m N f vac e e(awp rewsxo anK a� C C _ _ f �R rREFLEeOR,Em„,FIRE moR�, — - aveeo a � - urrt � 30 I )R,_,1 I o seEEr 47 01 109 orww�Hcn9 PLAN VIEW STR 975 I—E cE g imxu 1 DocuSign Envelope IED E4183828-27OD48AF-84E8-1D9969DC332C ®Z kaE 53zH99l— I o�� Ev I roue[ ¢ 3�;g Sere a4a° 0 rem aw.ours i O IEFI—1 nr Ell LEE av zur[iu[)fo5au zl lEFI 1.1 Ell iy _—(w1(41(5�lfaraA z] z W a 34} 2104 L40 B,j'Ya3�aRIYE -0Q _ _— 1 Z o mcg 'W IF <-+hzuaw)renso am El I U Q re ptzri[c*wz[o) - - m LEE (rsEnici 1 I FIIE xroaun Z K S U c IrrM�a Q FLAN VIEW ono,o w w 0 Z E I SPEED D uwrt 30 I O -0- 14-2 8 __ o-- __ __ __—regia a4r,urr�wi-- _ (sr°vw] __ (w)(a](so)(csouiz) O � IQ Q N � nLIFE 1.1 r- I� � N t It It agmsou u M Z Q Z JUNIOR BECK DRIVE a 0 Y> W 2 Pte,uxw rP I z -�. tvnta'ttsot(woui0 W� 2 �Q ren'E ra��E�, s —El 1oE�-111111 A.rere'rr o see 48 c1 109 rere reo-oreawmc�......... FLAN VIEW I STR 975 s—E,-ro r�,v P6aE�.� 1 D,,,Sign Envelope ID'.E4183828-270D48AF-84E8-1D9969DC332C ®Z I ® 'N O o IEF I-1 a 1— I� z s.r Cc JUNIOR BECK DRIVE w ou a sa�� --- — -,� — Z w eEn awe arca ray w nnl+�irnolEozou�u s=� x a I-1 1.�I-- E,"Er Eo �c�oeiuol.rca E � vi FLAN VIEWKrrM� a E1LE-11 ono,o w w U I- 0 y E 2 \ v EED LIMB 3�,f o w �rc"freEnF��,gm+,Eo a O o EmEa a ,nu<uErn i �� pEL—)1-1 — M lEafamEnorezEota,,o 1t l�o�[osou u — IEFL m o omzau w n > - ✓' z JUMOR BECK 'WIVE z SPEE uMlr m m 4 r�o seetT 48 01149.. na-az+F oerc=n \ �o�preAx7N�n% FLAN VIEW o RcSTR 975 DoE, s—E,-11 � oar PrewEo.p_imxu 1 D,,,Sign Envelope ID'.E4183828-210D48AF-84E8-1D9969DC332C Z se W z I 7w o 1- MW n rowu ornol�osouu ¢I � J 2 JUNIOR BECK DRIVE V, Z w OLD BROWNSVILLE — �_ E �� JUNIOR BECKEj U 11E STOP n-x IvELLowI—El I—E\EM� COORDINATE WITH CITY � rca msL�oazso)a,ze e c \(('1-1) FOR BLOCK NUMBERS, O (7 i Z4 0 wm N mQ PLAN VIEW CIA a lmie_,=eo EEU�> w m 3 2 �¢ W m wu 50 a 109 oe4 prwwec nro STR 975 -D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C T—S DEP—MEM OF GENERAL NOTES P c T M-1— bb 1as �; con,rae+am snaao. z. m°range sn° no.oe�eea Fpm --ei°en con+roe+rine« on eage lin°s. O :�r Reti ec+�"e > s. Oe Cc ^ awemenr Horner-- �/ contras+lane i'nes snail s-' prataor.coreo p°"emenr morn es meet g Bus ezna. w m m w IT s; --. _-, .:-- ,.ar.o'. °.ar B'wn,te pane LT- o °.snaaane.pane tiI—;,-sn°�I oe°I!oa!a B c.=a r... morn Enos:rsrem°ppro"ea or r.Bo*. p ? .a 8. .... ... .{, � s.ni ra'sea ret ec r've oovemenr manners o aced m �Z 0 0 --y leeen s sen oe p need ee �e w'rn opo W rtl` m�awa oet. ma.n re art _ N 0 6.Snsr aMia+.on ae ma s, nec+roe aovemem—1 1- L ySv E;te � In .88 K ONTRAST LANE L DESIGN ' v a .off +oo e for w am oto oon sae. CONTRAST LINE a DIMENSIONS U~° s p c dSfi s � E 'g" U n MATERIAL SFECIFICATI ONS BIruM Irvaus Aox[sIvE r'oa aAVEMErvr MAanEas J raArr'Ic aAlrvr So�.a Pavement Marne, O O W AT T 'Black IT a as spec c ea or a ams, o spec t car pis m m Z po ems nb g rrw e a s s p mee re°u tea Depot+mentaTMater ' w Y o o s zo Toir s p snaao o' D O R U ~ ne m Z �ree: mem of tae np ab �� W ea 3 O W CONTRAST AND SHADOW m a PAVEMENT MARKINGS FOR CONCRETE PAVEMENT ONLY SHADOW LANE LINE DESIGN CPM(1)-14 seer 51 If 109 STP-975 -D,,,Sig,Envelope HE E4183828-27OD48AF-84E8-1D9969DC332C CROSSWALK PAVEMENT MARKINGS STREET NAME BLADE SIGN F MEMO BETWEEN fD- 5� A OP BAR NH IDE EDGES OFA DCROSSWAI} PEnE rc TR_ —1N5TAEL 24"SOLS WHITE STOP BAR 1 1/2 1/2 F GUTEE"To w' / co iNUOUS YELLOSRIFURTHERMOST T Rd r M1Nore srREET S' B" Name 10000T §w 1 N Z THEN _ - f:NE%T CROSSWALK B RS -51 START BY PLACING 1 1/2 1/2'� �` 1) --- TTE FlFSf CROSSWALK BAR \ ¢ _ 'MF CENTER OF NOnpWAv W - W DEiHESE LOCABON5 IN - Z ?" I � NOTES_ Z 9.STftG Et NAME�VB BE M�tERIELISVULL,NO 51ST OF EXTRUDES ALUMINUM,THE W S. 6E HT OF E UD OS ALBDPOSET OFEHN HEICHTZOF LERERING SEPLL E BIASES SHALL EM SERIES B. LEN TRE STREETMAD SET WILL ET ON C BE ON 1 SanE ASSEMBLY,THESE Rv0 STREET NAME BLADFS SHALL. E CENTER EACH APPROACH THE SAME w1oTH. '6 ----------------SCALE:N T.S. SIGNS E%CEPA FOR NAME BLA9ES. 3,REPLACEMENT OF SJ1GNS SDTryU MEET 2011 TEAS MANUAL.OF UNIFORM TRAFFIC 4 SOLID WHITE STOP BAR CONTROL DEVICES`IMUTCU).ANO T%WT STANSARDS. 5 CROSSWALK K"WES. RREORMECUiHERMOP�,lTCJ MAINTUN 4'—1OFNT +......... NOTES: rx ROPEMR MDS of z' a BAR AND Oreo B1E i4^SOLID WHITE _ APPLED. .cEEauD�j 1°AorsunGi U SSWALK INCLUDES 24 SOLIp WHITE 1 OUR BUG'ON BOTNFSIOES LL R, 4 I I VO 2 SSWALK 1Y f C IEA A 4 PRyMARK SC EF 125 NTMilMPRE40RM CS17NAPRPROVI.ASTPL)OR i0 STppppNG vOUi FOR E LICE E 0 A NAL PA EMENi MARK NGS. R ppp L/1 c RAS 4 OLD WHITE CROSSWALK 3,1 E PLACEMENT'. 0 CROSSWALK BARS SHALL START PLACNO'E E FRST Q M O R eIgqR Eo PE T THE CENTER OF THE ROADWAY D THEN 4 TO THE NEO p k ERN LAST C)� U o 4D NOT STRIPE STREET WITH ROADWAY SURFACE TEMPERATURE LESS 55'E'. _ +W]k 3 OF CURB ANO THE 2011 TEXAS MPNUAL OF UNIFORM TRAFFIC CONTROL DEVIC c MAfNYAIN 12 FROM LIP NOTES fElS ETgL 0 CROSS ALN BAN. iMDTCDJ. k k LO NGTFFNAL MRS SHALL BE PARALLEL y- E 0 TRAFFIC FLOW IN ALL BE Ud xwc-c[xw.l LONGITUDINAL ROADWAYS SCDETAIL. ov ........................................................................_......_........ FOR ASPHALT ROADWAYS-SCALE:N.T.S. t eG ��24"SOLD WHITE STOP BAR o 1s n eo (TYPE C HEAT APPLIED 12`MIL, oFTaL'A' o e° MAINTAIN 4'PAVEMENT_ J11111_ PREFORMED inERMOPIASTICO F o 0 0 0 0 0 0 o p BETWEEN EDGES 0 4"BEY WNI'EE CROSSWALX CROP WDA AND BAR( E 0?pR1 APPUCO, 0^ CROSSWALK MR, THERM01AFAREEIc)RMED T mA:)A P 9 f 0 0 o p o Z --5' FL KCROSSWALK BLACK Sl YHERVPURES31MED am aw DETAIL Al G m Q Y b R BAR. OF CURB Sol, BARS SMALL BE PARALLEL , L A s'Ec onuL a Q Q Z TO CROSSWALK § TALO 2 FROM LIP 0 TRAFFIC FLOW IN Alk.CASES EINIuss Eox orvloso x,x F o 5 N i. Hlon cDNTRasr cRosswAL.K-DETAIL: T oB s�T L °� p E FOR CONCRETE RoaOwnvs--SCALE: N.T.S. ��-_.. ET sEreIL=A' �m U 2. ""EE" "NN"E FORuci"TON 1111CIE1 ONLY OT THEY ARE NNTENDED To OPEC P F_ALL DMENECNs ARE 11/B UNLESC I'DAN SArrT 52°r 109 TYPE LLB -B EBLUE REFLECTDRsw=HALL BE INSTALLED DN o"SDE wNETS DF TRAFFIC IN c FRDNT CF FRE"DIANTS THN THE PRDEEGT L'T TUBSDARY TD FRE O THE IIIE OF THE E ITII PIPE' STR-975 CLGGEGT TG THE FIRE H o T >D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C EaeeeE�^e �Ye sTO GENERAL NOTES RWpMer a nage 'ng s e EET '° Eage L ne o the71fl—thd p s - "6^ NNzn Nds PIA�ht2 o fl arY due re uire0 fngc" antl a e Eine a ...... PUBLIC /1 17,b "LEY.PRIVeif - t to Povement rave r Diner Sfr" s° ........ ............_�--� o Eage gu ter section �nerms t o Eage° a TTh, e E GR RRIVERAY 2 tlstldsrbsesenEw9eo rogdwcYso^I tyO a are EDGE LME AND LANE LINES dee °,o*ne s z e ONE-WAY ROADWAY TYPICAL TWO-LANE,TWO-WAY PAVEMENT Tns,de°'edge,ne Of c*wg'one—dwcr. Cc ......... gwe .e* WITH OR WITHOUT SHOULDERS MARKINGS THROUGH INTERSECTIONS a"v ---- Eaoe or Povemen, PUBtit °'.5oi 10 PeVEUERi MIT—AMATEp EAEEcroREZEp SPECIFICATIONS - - DMSa20o o@ .5..min, ROApYIAr . z ffi � a �E° �f BI OiUMIrv0U5 a i,,ivE G nvEMErvi M PxERS °us-5i010 W ?& o one°'e� Ca — — a — _ — _ IAINI °Ms zoo �8a E s c <- tie-1 f` ous Bzzo Bo �J e' — I::" _ re111.1"L�a ^e ------------- 1P 11,c°„ens ry E w E PERmervERr PRErneR cereo PevEUErv*NeRklncs°Ms ez<° c lne� _______. ._________________ _____________________________________ Dove e requ Fred neo°by th,p N o air mo.. rot _______________ 1paser � ds sPem,led r m S rr°veied war ""' rx , cn 01" CENTERLINE EAN ANELINESRauRA. 4 Ea9ee de o.E::rRO" FOUR LANE TWO-WAY Y TYPICAL MULTI-LANE.TWO-WAY PAVEMENT ` T= WITH OR WITHOUT SHOULDERS MARKINGS THROUGH INTERSECTIONS war b Y1.111— e _ U ��� sno�iaer.earn x�r go mor"or.r IrrP.> ______________________e__5___ ________________________________---- 4L < soi.a wn�re c s TE o�la wane P cen+er�lne Eage Else �} 3- - �z :' __ _ > min. �,° iz'��-iz l B'IVVVVV� o .o o e e e rP.� .d }ELoovv 3� W.sad sad wn to Y TWO LANE TWO-WAY ROADWAY YIELD LINES °° m'^'' WITH OR WITHOUT SHOULDERS m la,n.zo °°°�d° (In avemen se or wag° GO nes r —IT,e",s�,Pw4Pzo0 0 — ld o w E oaiwre � GUIDE FOR PLACEMENT OF STOP LINES, iNOTES Q Id 0 1. E a hi,--g dt B°6P EDGEa 1— &a CENTERLINE P a m z +e a Sow o�n n rr 3oetl mol eid; W d W age nee ° oe d' tdI arLLI °Per tls°re e ar r EPen"� opt+ed d bee w e"fws°,.°a o f gn g Lu d l med sn P°r°re ' k e"so 0 s Door° P ecr on co o 5 oP s�'gns ---- ---- ---- y wn're Wn re E ne E*rens'on see not � a as de+ermoned Dy n Pe or 0 e 3 �oie� are aP eeEnq neer. r�dnta ,e wa,r.rron a w we e + rete rrommeage o Insro •ntlgoc ogc L. a T�edns es d'°"e.r a g ee oeso w iSTANDARD ° aP btlrezy'e d tr TYPICAL m°b e teeter. >wnen ar c+e ane n soi�;deya�o. er°P.Y,e�a .........................................._ °enrerl ane eon weed. s+°P bars en°� nn�y ne„sea age gece er n e, gns. r,e d rr° gee sn° ° Y be ased w rn PAVEMENT MARKINGS m F a w'rn aP s Yetl s gns. Edgeo d Wn re �Wn're Lane Line Q E neLeng,n 3. gr tarn bgye, 'nc ad ng teoer,dece ever on,god PM t t>-20 rdge engt„s d mown on the Pans or ds tl ret d by e Enq neer. b.exxr 9�B _ FOUR LANE DIVIDED ROADWAY CROSSOVERS o eer 53 Pt 109 >D,,,S,gn Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C REFLECTIVE RAISED PAVEMENT MARKERS MATERIAL SPECIFICATIONS FOR VEHICLE POSITIONING GUIDANCE PAVEMENTM111ERS1REILEETDRIZEDI DMs-+zoo T-1DEP—EI DE EPOwY Ax0 AOxE SIVEs DM56100 o aBITIVINGIS AD-1VE FOR PAVEMExr MARIERS GMS 6130 Mwzl;ixas aM(2)�E2 De,alI A ee Oe,a i 8 DMS 8200 10T�APILIEDT "5 iY�l e n n r�ne� S n A OMS-0220 &u� —.—.—.—.—.—.—. —.—.—.—.—. Y._.—.—.—.—.—.—._ cs DMs-ezao -I an 1 w°-wa ane ✓,pe -- m spe°ra°,w, Z = eo ao IN p°ve� mp+ s,oii me rea°rea a € ao ao ao os spec L_G. Ws: sua ism CENTERLINE FOR ALL TWO LANE ROADWAYS _ a z �Rj •1^ 7,-c o@� p eo o �Z eee .s. y�—.e %se am o Sp° c CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE ¢- �irpe 1-AA „a ° ---- °Y ° �iy�pe I-1 Tym I (TOP View) Sur race 0, o8n PYPe 11-C�R = � 1 c or � U � as CENTERLINE & LANE LINES rrMe a Q ao FOR FOUR LANE TWO-WAY HIGHWAYS A A 0�8 aSgo rrce 11.A-A rrce 1Ie a ,._z,. O " IT1[[ 7 LANE LINES FOR ONE-WAY ROADWAY (NON-FREEWAY FACILITIES) .4.1 roware norma «carr c ana rea rote roware wranV wav rrarr c. TYOe II (TOP vie,) U E T-11 DETAIL "A^ DETAIL "B" DETAIL "C' o 0 GENERAL NOTES mace Aenee�e O Z CENTER OR EDGE LINE riz. SECTION A r0 N � pea. a n ne w.,n o d m,M.ay ee+ween i(� 10 IG aROIIEN ANE LINE p,a ep ane pe me 1a 9 RAISED PAVEMENT MARKERS a m Z REFLECTORIZED PROFILELu PATTERN DETAIL ; PAIIII IN I, 3 D eNr MARnixcs /raa., ,rmaa«m Tra aranw, s, caro 1. TION GUIDANCE USING o 9 m11 POSITION MARKERS g o RELECRAISEDTORIZED PROFILE m F "— p.. MARKINGS S mp.1 -91,or,Me°r,ere. PM(2) 20 x LIN" 01TIO AL 01 LINE oR L4NEEN6NEELLIN' NOTE DGE E of f rppawpye 1, o s ELT 54 DZ 1 oe >D,,,Sign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C 4"0°r re°wn.re NOTES GENERAL NOTES ..ens�on L. or Teas super z Pass a La es, ou0on'° An, Llnsar�.aor°anee,s. uaaxm11 cs Aaufll)PEiz errow z.o� T,�aea alOn mor�ne Ina�iseae^or me ° as warn rna ws-ia war s a Des s ror*e.as. ,ne s.anooro N11 .P' mouicer 3.Lone ra°ucr ion o.row S °Oe o h h v4 soee °cr. "t' os, onea�o pc,on orrow: a°an+ere°oe,... ma r rsr an a °aa TPbn "VT 300'-500' Z I. DD2 ovemeni D/9 tl ... E L 30 MPH 460 •_= vlDxT is_Max -------'As L-wsz 4. lone raaueT.in° w _'.F °0 ^ear*na ups+ram ena ar.ne roil-w�e.n,u.n lane. i "s'o'""' s°nai�conrorm a Do?ai' W ':8,"°. '*,� ioor�onaiT 4.D zrlI.45 MPH 775 roe a 11 c a we. _ Z ?� DPN ss M :zso C or°a a ra9raa or rna En°nae tl°no.n on,na°on LANE REDUCTION w °m 15 Max �., /- LLKm mg" 4> \ ........ MATERIAL SPECIFICATIONS 6 ` v m m -P5 1$Qp 9e^eYO �'P 2i PAVEMENT MexxExs txEELEc=OaIZED DDMS 4200 -------- Too IarY i AHO AOxE51vE5 pMS 6 30 ,o o '13f`9 e �oor,e°e11T11 L11e Line eeIIUMIxOPS noxESlvE Ern aavEMExi Maaxcaz DMs ezo° `*roe 1 C APPIDIL1 FMOPLAs1D DMS 9E10 EY ° orro.o°veme _ a a wa waar.er, unn.a w; arard oRea a.n3 AT = 3g 3 SEE DEtA1l B not Erequ'reorun ess sro.eo e sewnere°nine p ans a S°MS 9 U av 3 °°e Oe a TYPICAL e°TRANSITION FOR TWLTL ar as aoec r e°°r,neo ana o spa=AT D�Dr Een r AND DIVIDED HIGHWAY 0 C_a g IP .. ° x o ow a "b I� SEE DE IL a SEE DETAIL A bk &n w ,e T,1 O E $mnn 4 .4? a a DO o TYPICAL TWLTL AT ONE-WAY STREET AND RIGHT TURN AUXILIARY LANE ° ro M Lana El— op+°no MIT. 6 wn', ana'°n _. z°. 0 or es ne ❑1�'�T o>o O� Z c� 'D D°rre°a wn're Lon 6- ¢ r ,/ v °anara 4 a �SEEETAIL B a e �iYAe C 'v Y°� e 3 m a zD — — — — TYPICAL TWO-LANE HIGHWAY INTERSECTION WITH LEFT TURN BAYS m o w og W re aw Ero }4® a awn die. ,nrar b° J > °1 8.'Pne b Y� TWO-WAY LEFT TURN LANES, a so aea a.zD RURAL LEFT TURN BAYS, o Yo 4g 3 ~ AND LANE REDUCTION ii� PAVEMENT MARKINGS m O Mwo-A " ,e PM(3)-20 x A. 4 °,n ar ara.a°e ana aw L n STREET F TYPICAL TWLTL AT TWO-WAY CROSS STREET AND RIGHT TURN LANE DROP °InaDETAIL A DETAIL B w S+EIT 55°T log Ill A 21 >D,,,Sign Envelope ID'.E4183828-210D48AF-84E8-1 D9969DC332C 60 SIGNAam.m, SUPPORT DESCRIPTIVE CODES REQUIRED CLEARANCE SIGN LOCATION pr'aaa+aerlam+a and' irl.a FOR BREAKAWAY SUPPORT "E€ SM RD SGN eASSM TY NXXXX(X)XX(X*XXXX) PAYED SHOULDERS T-INTERSECTION DEtI�yin€ ro.r rine mrll sMo fccrppsE.Et , $«a rxP•F .. to tt s It m n - HIGHWAY IT rn HIGHWAY 6 1-111111-1 aiP ro suP zll INTERSECTION INTERSECTIgi �bG np 1-11A I,r m use vwl�ur ro uur,� _ AHEAD pHEAO le n min\\ Type - lA Y'l D D mina i+ �r z 'ax nml i rrp .6 n m awe , Il pne .o+ n. w tmn C, as ma V Na pa me �e slat wntro wgcnan ®i� rgvl LESS THAN 6 FT.WIDE GREATER THAN 6 FT.WIDE W m. Pon teee a To ovals vin c e unmrcmr aqe tnoag nq,om " m.°i" em sw a remc ns at o a-eokaroY acppor+ WM1m tM1a Wmu tlw 1<fi f+m xnn in v'tl m ttm ntrw tlnr in�eafer mm 6 fi in v'afM1, rn sage ff ttw a 9 eM1ou ,ob.°U' see SM1tlI SL '' uIDatanr'a me algn oust pa p oma of ad' [FFA wren ii la nrokan owy,era tl nor moleci east 12 w. a sign mut oe p oc m emr 6 ii itan m +De ro % aoe e 'Ma way roatlway,fns rl g 'eE.rl-xuroer a t'H 1,irxt>I Here roan 4 ncrco move o 60 loco mina }tK edge of itk travel la°x etltle of HEYeMu ser Ce n na wirM1 rna mn�er $ +rudea X'm Beam em e.,rYp up apace Ueiw't°:m Nxe WH s '. ox c we N FNY ea prucr w. IBpE .le Hilt Xl�q rnannn 11 XPs, EWST d Ezu tmoaee a nam s m Pma a lase agtsuP nl LS 259 ta. BEHIND BARRIER ® G b o6e . I- yy ND more than 2 Sign r' `4 Ameptab le z `t ettmin.• HIGHWAY z,r min•.—, HIGHWAY ae 6' posts should'be located ) i INTERSECTION IN Pores smo ser rx °i m e. wlthin a I ft. circle. �„-�. � 'mow AHFAII AHFAD -- ---- U a gs Ioe . . eureter r ¶` Iry ` F-' ft . dER v v olroc a/ 18ENINO GUARDRAIL me BEHIND CONCRETE BARRIER "�° pryX9�xa V Not Acceptable ` c STOP Net Acceptab I e r Net Accep l'eb I e sly cleorcnm I—on al....I.".I for proper mora rol I or ommro4o Dormer p�rormo�m. � E ---' root ae�a n rIF ear a.o alavar�en. �r�m� U TYPICAL SIGN ATTACHMENT DETAIL SIGNS WITH PLAQUES RESTRICTED RIGHT-OF-WAV t rm neer mcee+ne tW11Nr 6 it min.,A m+poeei DlA.1 Single Signs n, uwsaeonner.,celer,t o+B,ac"k- -Back Dy D 0 Oj05ign )Q° d11e 7NTERSEC770N +re ero m,r kwanar, y._slm ea,e :.s . y s,la AHEAD ar iw6ro , a tle+pr.a Oo Z win LU sim rxer r� W i Lo 35 mnainnre ata r CCn y r ,eewp i r i .. Tr�.� r� M1r+p.riw,a. a erp�e ear r a.mm � om tle y mmW, a y� d� was wr`"�. or amsnm�rr's n°+�or w slay r�„ - .l"°, ink Aensrm¢ i CURB B GUTTER OR RAISED ISLAND o , TWXW31b(NffWl9ffa�YOrtSPd'Jd16R Q W z Bo re aped'ro nmm Bial pmw a ro me c aro a Sl pAtr �raa � sr6yn wWl,inparM1r,,l<<,,,nin,rwa®�H�in.n rw«moa.m.wwmin+na nrp.r,a nme w,mar wina �MMWiff" ane _ C bryrpp l +' SIGN MOUNTING DETAILS wTm < 7NNarakr, ap. N "' RSECTI SMALL ROADSIDE SIGNS WmS Zp 0 _o~1Y AHEAD GENERAL NOTES & DETAILS O �m —111" =11 LIP wra paXlmXar..�ma,pR p6Dawgp nw+pfp.a ma Ilrro°n°s. fp 'a eih ae,a ea% �,• ,.., OI 1-lleP rm eag n.n x .0111Hinrp a � <alrgrreepaal+eet.< �ninino Tlatlr, ,I,: w w sign<sopa m,Y D p mp pmt aaula in+na n+spa rn aH,ama in a mp m s+etT 56 pf toe >DocuS,gn Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C ski TRIANGULAR SLIPBASE INSTALLATION GENERAL REQUIREMENTS €P� ¢ �oirl P° s �'E PTF ccuexal.rorfis. NOTE a loss+,oa a oeP-1i.si,o mao snail m parmonomir a-rkoe+a,ae�co+o manufua+uror.u-maa, 'y mx, aewc tunlna a rtsxinA ore emjecr fo approrcl of me izWi huff is si-name Fnai nex. e-e r�viare -sPraaai-eo Peva There are various devices approvedITIz.lecr<r�oT—. ro<r.imm'.:sy<r<m snail axe«mrom<roii-wma<p<pifl-mlens� ,a® for the Triangular Si ipbase Systmn. �inoiil nioxrmre alrl Po Iso-P-r.xo+a 3i Please reference the Material Producer Hiro Z List for approved a Ip base systems. `y$ ® ® ® s http://www.txtlot.gov/business/protlucar_I ist.htm ^a'^ w S E The divices shall be installed per - Z €88 manufacturers' recaanendation.. P;U10,o ar<ai.imi�na�.iinl n 3^ - :I e/s a+.PPt�vI wail m'�oxna-a n poria aI,rata c�ai�mi:ai�oaar asivaai zs a nsrueassr pzlo.P�prmoama m o.13e^ p - n Pm0-of on zr nl,ww.aarare 1,3 vaanera Instal lotion procetll�es shal I be �� ' ce a+z.xsr rn zee. � � me z: rsl car es5a9 rers if rewirm cr anal ramna asru ns5v,room Z -o "$ or Haas ana provitlad to the Engineer by Contractor. _rua-curelaa a��omrer.ala«oa ey meraii l:Irs r!Irn:Im..re par asn ee33. � W .s. �h z I/t. ^ Ina. e e ''nAnPraarwrer 1" eafa�va�weaa.,sm nrr� ��oa�aaoir rear Heal Ine rP t�in9..a on+ y,y, 6z.We P5[m n mm erne a stteprn i�,,, 2 X m n mm a mpM1-n n z"�rlin n ttw rmpe o4 a 298 mwy ____ mlcMese lvwaatea ens to 0309" neo "' be w mIn+M1e ran M 2.855 Yp¢.896 ¢aw rcx-e �- my m etre mtlreaa ia� M 9.5 m wPror+a eno ^a Ce an cea exceP+v'nere anwn 5 9n aowri Poe+a sno m+be wl iced U o. ASSEaerY Plm[E➢uRE � � u�nf tln I n maymEe yr a mb-a ,P"NpNNd R Q'p. gy_ t ma A ow a ivx am table amialner wetl inawlicee —1 mix rq n n ph0'V p k w U u lCbI-th{w+x�ra a+uNl aneu'e gam—m n h.anw `~O � 1. r e mava eyerm a m,rmiaire a ana a a--Iaoea ro r-ee..ns,-rruml arum aar > E a r c+imauI— U m sax a rn.rra.a wr z.5 cf m re. ewe or m-rProma <�rra .c-of Pa.®aam or r m 7.5 ra-i mw-e p p ofe m+m the e o p are a mea-me eaaa ar+1 trove wr.me w+an-i to of oro ab °olv 1 o,P-ear.aen aeon ala,Is aoimmnao.see snlslsv-a rvr O sx xa sex assx n xxxzzta snlx-xxxxl clevrvrees oases en seen types. � CONCRETE ANCHOR n a �� J to+mreMn on ins I ncor naa Z 4 � —6^ in— Newy rax mm wr 0.5rM n563 ma rw-aema w-nar per rine ras The p ar io m arva arw iu saps r e s m i ma uir'motewtanam a a�iresom � Q m � '. 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Z z amr'r atksan w.r osis o s _ wiaaaeon Tw vis. pa uta ar°'r m .. i°aw snc i A.r� I— DI :ae F°r Defaf 1 B vna,i,e°N D.D.° srto�s°s�.4r., ¢ a., gme °m c ammo.. a Detai a s.s cea,m, r1a a.cparia°a�a+°r.aaaaa o w S $a z 1N RD Tv xxxxxn,xx,P, •"�`°., o ne�'Reo sD'vcaeT'°,o°e"°an°;n z r z I Al.rr xxx r rxx n 3]°an w«a ve x gxvz .r x e.rer na zanm r rsn a °mr fi ID s°z°-R RD R Al.TY X1.III P xN, aAn R°,..m oak.axn°r °minun r nr�aa 8� � ear � s a, <N a car As N an+. Dar° „are° rer are", o- 'z 6E -. _ l yr (A3oi°tl vm,zaa wr °ra°,a, eF cnan N r _ - eck Baena °'gl}°,ro Ix T, Lu °S • xIN A. 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O s IM-7 +° r easao rr se°,,xxtn ppr nr r � oer e'�`"' ,8x16 rcn a ons Ie'mniw ar epwra, lY oBWG,„kx(i, M altenm °' 6'pore slava a •car i i Detail A oa niweo m me tro of seeaoetei roo ----. A ,exw wa,s es rY SBo1,xXtt, L o o a 46 ran x wn�a x m°.m,: , ,r z<•ar � I Camp ..E e" Yrearer 4 r°ar «ua nrar Iz• � o w� f ea r ane nut 00 Q N 8 , Texas Dgnrtoervr°mranaporlaf/on OR uJ z TIrmA°` ° SIGN MOUNTING DETAILS rn SMALL ROADSIDE SIGNS �p TRIANGULAR SLIPBASE SYSTEM m F „e p —blm�ae SMD(SLIP-3) 08 o «d x Detail D Extrudetl Aluminum 5lgn With T Bracket -- EXTRUDED ALUMINUM SIGN WITH T BRACKET S e w� s+rEr 59 0, I os or°„a a.�°r°m°ter°a ,°.:� U cl>r vreaccr%_iemu 1 D,,,Sign Envelope ID'.E4183828-210D48AF-84E8-1D9969DC332C ®Z J y0 W PHASE 2 W .ua .....— „w— .w......„.„, Q I I� � JUNOq CK a r .w.w ^^� �. PHASE 1 PHASE 3 5 cn 2 U V, ._ PLAN VIEW I-E.-11 U IW- 0 y E U reericoorerzm ore nenorerzm oreuu rO ON W oEwue Ewue\ _ / Ew°use° Ewueo" \ O Eviswc/ — — \Eviswc Pll-El/ \Eviswc Y= U area area area area EEUW�N LLU PHASE 2 — JUNIOR BECK OR, PHASE 3 — JUNIOR BECK OR. (ACING SOUTH NOTE:PHASE a TRAFFIC CONTROL SH —ALLeE (ACING SOUTH INSTALLED FOR ENTIRETY OF THE PROJECT DURING PLACEN ENT OF TYPE'D'HOTNIX. o SHEET 60 of 109 aF0 ORAWNG N'o STR 975 c:NY6aE�.p_imxu >D,,,SigN Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C LF B DE a A o a��°P,�,4�`o 1 tr A PERSPEGiiVE VIEW , Z Cc r e'io c W— 3 u ,cn�wre PERSPECTIVE VIEW 0 J ( L j j Z re.. - o� � LEGEND m tll 11 J r W jil 1t0 r �. a <... PLAN VIEW /�>IIII' .Eq()I C1 () en < ---- F PLAN VIEW W EC TYPE 3 BARRICADE (POST AND SKID) TYPICAL APPLICATION = T CULVERT WIDENING OR OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS � U AilivAllivAllivi .�' -n ripe___ PPOJECiSILE� E NNA Cx 10Ed.p� Ilk TYPICAL STRIPING DETAIL L FOR BARRICADE RAIL - � U ETAI � 4 EDGEL INEHANNEL ZE O c r" x m.. I— TYPICAL PANEL DETAIL o T.o P—cones 0-P'ece Donee TUDuIOr M— FOR SKID OR POST TYPE BARRICADESo 0 U GO Lu "nq .. SHEET 10 OF 12 W U — Lu a ,�, n�, o �, m 0 1 o T BARRICADE AND CONSTRUCTION CHANNELIZING DEVICES g Q BC 10) x ti �no o � TRAFFIC CONTROL FOR MATERIAL STOCKPILES so oG -- o SYfEET 77 of 1 09 —vreaECT f_180]JA >D—SigH Envelope Ill E4183828-270 D48AF-84E8-1 D9969DC332C WORK ZONE PAVEMENT MARKINGS Twporory FI-IDle-Reflective RwON,ay Marker ToDs DEPARTMENTAL MATERIAL SPECIFICATIONS GENERAL REMOVAL OF PAVEMENT MARK INOS Il—oec(o law 1 F" Ill 1111 Z . .r .r. �N� ��. v ae a r e << r e n_/.—1 V L[i ✓_ ¢ viola EF e ora STAPLES OR NAILS$MALL NOT BE USED TO SECURE W LEMPORARY FLE%IBLE REFLECTIVE ROADWAY MARKER e o a TABS TO LRE PAVEMENT SURFACE RAISED PAVEMENT MARKERS Tuan L .... rx 1- o a >_o" ... .�..s. �<<�.aL it R_c. ��nm�✓o o..�_aA r a,�m� i..a PREFABRICATED PAVEMENT MARKINGS Q a , Pol�p W w - MAINTAINING WORK ZONE PAVEMENT MARKINGS oa E ✓ e�a rvrener♦ n o,gee .. a m o.00nme� mo�oe..o.x. I— RAISED PAVEMENT MARKERS USED AS GUIDEMARKS Yr .._w.�.o�ro a,✓. ��e r aye.,.o r a., �,i.x.�+. 0 m SHEET 11 OF 12 Q U_ m¢ Ir a�a trine D Q m BARRICADE AND CONSTRUCTION N PAVEMENT MARKINGS g o F m p BC I11)-14 S s � F o� seE�T 78 or log CITY—SCI r >E—SO,Envelope IN E4183828-270 D48AF-84E8-1 D9969DC332C STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS PAVEMENT MARKING PATTERNS IOL�LE aEr EI„ ° i rt aevE MeaK�xcs--aerTEax a Eo vevEMEx KEas aeTrEax a ----- Z Sex ° SOLID N w LINES rI 1*cu w ' — Z l _ ° e , F' —1-1 w Eas aenEax a /j w "fill CENTER LINE &NO-PASSING ZONE BARRIER LINES FOR TWO-LANE, TWO-WAY HIGHWAYS ° ✓ CENTER u LINE ve °° �� °° LOANE - m ° LINE rt. s 1 vai io:i -e 9 X. BROKEN �.,. I<< .` 'MNo'V� - _ N e u n�s o si e ecru zer ,,.n ae�sFa 1—M.,MeaKEa - AU%IL IANY OR }� O ° L-x— E EDGE&LANE LINES FOR DIVIDED HIGHWAY LANEDROP LINE T U rI 5 REMOVABLE MARKINGS s' EITH RAISED o°o ppyEMENT MARKERS 0 "eilaw \ n in r rm,r �arx,r y> 111 oa z MER*MANX aevEMENT MeaKE N Ql Lu LANE&CENTER LINESFORMULTILANE UNDIVIDED HIGHWAYS SHEET 12 OF 12 Q v V ____ 4 _ ----. ----. ----. _. ____- __--- __ 7 w m Q z _.... LIC 'v /,A,As «armra„ao rax °° w °n ,n sla�ab � o� GO BARRICADE AND CONSTRUCTION e PAVEMENT MARKING PATTERNS o o ;.^ _m r O BC112)-)4 o 1EFEE I:Eo EME,Mean«Ms i .—EM vEMEN Eps ,: L � f eTWO-WAY LEFT TURN LANE ,. or w - sm79 a 109 min„a n.�.E.s,.,,.,.g � cnr vreaccl%_Leoa3a 1 D,,,Sig,Envelope ID'.E4183828-210D48AF-84E8-1D9969DC332C J 1/0� a z f xv , � �P w e Cc IN KA o41 IiI of %i i, ri q3 W I `-- y BMP "Wo BM BMFI MP , — / % K U II upNo�O W w` OD OF y A AC i ,r BMP „. R9CK : O CHECK DAM O o A9,. ` x ii a ROCK \ ECK DAM BMP i 4 BMP BMP I�%i<I iii `,' i / II STR0975R e %� DocUSigH Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C I CONSULTANTS SHEEP Na. SII 'Q�_RIT IOM1I I C.TIUJ A"ll; S-I;IMI FJ_C V.E.JCB ND.03]399.89.0 =a_ cT LPsBEEN TO I...ROAD SO_.._T�_IL.—AT.%N PPA, k,—, TIER EFCOSICfJ f•`IJ EE'J7FIT C,J f_'-: F ALOE - _ qq __DING ALL PRACIICESAND f9NTR9L5""RE MAINIAINE.T9_PER..RM AS IMENPEP ALL REPAIRS WILL _ A LLtcc T TI TI TH l H s"a sic PR AT If�.PP c sono EF ROADANDumnv REcoNsiRu .TE� EPISTLE T ciloN - - +BLA , _ PITT r,cF m- INSPECTIONS MUST BE C- 11 LEIII CROP PIERY 11 1 11 1111 21 IF TIFF FBI IF A CHIP,F Ill SI:LC J L P L H UFTHIO IR Z AS 1-11 OIL NO B THERE- RPNFALL. CE THE PREVIOUS NSPEM ON SO ez MALL> -- -- --. --. --. --. --. U, sF -- -- -- -- -- Z as --. WALE Vr F C0 R. C WA�EROGRE95LE5 MCAT BEE REEMSS SS�O FROM EEOUE.THE SSS PPP MU NLRE RFLATT EA AS �PREHE ROLS W es AND A ..L,,uL o,I1 reac..cEs °8 PIECE -F- 1e.-1 PL w ..L„ m PLTT s -u s u T n T THE T i 111111FIllE= m -- -- -- -- -- x T., - lEl Gon,.1, S U OF,EV III}a 4 m ,Y.._- ,u T § lei p w w` n v T I n T T IAFEIE TV ST_ I'VE IF LOF5 E"KIII n R OJ„Tn .-1 lFA U D L INSTALL SIRIIGANDIARILIZATI9N PRACIICES1lN�XI511NG GONODIONS. - - - - - - "- 2 RFPN WORK ON PRPN OPOTFD NPREA, ---- O M 1 UPDAESWPPP AND REQUIRED PRACICES AS NECESSARY - m 3. NS WORN OR ON PR MPRoyEMENTS E 4_ESTARIISH GROWTH-ON ARFA51""IRWR SEER ALL ORS]O L s..�vL L TI-1111C, � �e ~ R 1,11 .,.EL .c fig AfRFS IRIITIIFI n..En TO RE OSJRREO. ggA(`rtrc — — — — — — T ARP.LL A -A OL n D _IN Z (. R 05.0._ - - - - - - cT,-1 p EX"ETH JT101,C E-ATIVE J ~ Q IT Z x - - - - - - W ECEAY S1cx s Pnu[RENT Au TwoRv a K 3 in �a o WH CH SAlFE5 I5THE RLPU REMENTS 4F ALL PPPLCA@LEGPVERN NG All 11115. N AC^9RPPNCL RE Z ED WTH THF P mrrFrATONcQ m �O W --. --. --. --. --. -- -- -- -- -- -- ----. ----. ----. ----. ----. ---_ R v m ~ 0 R J Z •:11E F PL E,....,11115. ODLE CREEK SEGMENT 460----. ----. ----. ----. ----. ----. ----. ----. ---_ ----. ----. ----. ----. ----. ---_ m¢ of _ ¢W V 0 0 1>Y C E 9 NQ FPCL_E9 WIFE CARRY E S ORM WA ER RUNOFF A E BEO NN NQSwNOFF AT ---- ---- ---- ---- ---- ---- V C�jy SO: CL PROJECTs EPR ROC EST s PROPOSED FPCL WLL c a LET PN INCREASING PERCENTAGE UNTIL PROJECT COMPLETION WHERE A CORROSION PROPOSED PWrNNfM FACIIIBFS ANO CONTROLS!HILL CARRY THE RUNOFF ION OF SI NG AND m PERM TS -- -- -- -- -- -- CONTRACT R SHALL UTLZE THE Sig2M WATER P0.LURON PRCE REMENTS.NCLUD NG ¢ AND AND SHALL OBTA N ALL PERM TS FULELL AlALL PERN T RE FEESFOR TCEO GENERAL PERMIT NO 1XR 150000 RELATING TO DSCHARCES 2 m -- -- -- -- -- -- FROM ca95mucnON ACTINTES.THEBE AciIVIREs NauDE BUT ARE NOT LMTED K TO NOTICE OF LATENT(N01 REQUIRED S TE PDSRNO AND NOTICE TERM NATION -- -- -- -- -- -- (NOT).ALL ACTINTIES WILL BE PERFORMED AT THE MILESURRES REWIRED BY THE ' O T.C.E.O.NO SEPARATE PAYMENT WLL BE MADE FOR SUCH PERMITS. !n S SHEET 81 0!109 RcmRD OPAN9tG'NER $ STR-975 Cl IP_r If 1802N DocuSign Envelope ID'.E4183828-270D48AF-84E8-1D9969DC332C CONWLTWE SHM Na. UE JOB NOr 037394 B9rO' I.Nlfuml Reaoumea oFl u.N eJ e1` c,aJ c _bc v ,u.l for kccur, ,tuna 50� ` orl�.11 ] r f F r <i, to.,..�, r r.«r w. or f r •� 2 :n n.nVy ',e�m n,m rte uno vou..o areauu by a ...+ evert e a o 'F,z c cr ur t .c, os r�rz ¢ fag Nb or Streona,Wolemaaka ontl Wetlnntla Limn Wnler Acf Sector at'm =� rd_n. c n3 po,9�e oc=ToP,'o on cm not on usre ons_- g�b e,erre g .oc, e,r e F .ca.. -ar�oue t r s a ontom � scea.pe_ to.n s ro�ct X. k ]Yz�crz avLcr. �f o Mc wulretl � eRubW forum � F m III(}dq m C t ' leipWw U a �.1r,,*,, ea sReciex aniwi nacno<. � � v sae uet<a sn«w.,ca�am<e sce�ea�a a g,,wryv a ra.. o to JO U oast Management M.—l— fi p O d e. - E ♦-N J.W.. a Z z TIT CD n, a o.dr cmo G eta.w r cur CivP 2�n �J o W� . :. [. co i °•:re is,t ci >10 4 Fr ' � L LRr„Ksma m n, � o S SHEET 82 0!109 recmRo awHy�xo. $ STR-975 cm raa�scr t ieozu DocuSign Envelope ID'.E4183828-270D48AF-84E8-1D9969DC332C CONWLiAx SHF£(xa. 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'e FFI --mwn z•-m AM=wmm'o _ x� - v mc`sPuas a u�x.src xo>E n M}0,4 m Illlpww` UI—, z-xa"-w,.are,.a o c wxe Pxexic srxuc,uxs t.•Pxaw roP owwm ROCK FILTER DAMAT wxx_� NOFr MIN, > E EARTHEN BOTTOM CHANNEL xor ro wac �m,xc as xE xo.owv v a o roou�goal P.wo PxxueM aFe w r o 0 P: x a.c w x,a 3 p J O ¢Za e"rxr ar p--M., O W ar<cW x�a� PIAN m� ��o CURB INLET PROTECT/ON DETAIL SECT/ONA-.9 STABILIZED CONSTRUCTION ENTRANCE ¢w p,X xm m xwc xm m SCuc ver m sGuc J o 2 J Coxsmucnary[ V N 6 W q x i�ax i�e"wrK"c�rc sewers ErncWi a�oR i%e-WW"�iea sw N-""�war"'x'1.1c nr.� a11. �n5a�oweiorsrv�rnx�nr o�"�x xnrs ss max w. m ZN—.IEWNW �Q(� ws�t xmasp wxe ucsx.sermcs.Prexsxuroi ix ` cxessieo�ss O 3 _TME as rvxcarm ax,xP P�..xs.AND 73 i m /teeIII Pace rc rxe evrm+.TMs xerxoo sxau xor ee wsm ANYA mw ex'maxe axr sroar.oaux.olive w ' O mP.Paaxc nsr sscwm ro wxP sa«xw,vixc g SHEET E33 of 109 °ECf10mr"(six Lro °mmxa,lESA°" rum.0 sewxsx m s a�o-n ro TMe s,xP.w sm Pw�d,ro .'" mezn'r.,% IF rxau Lsaw n a«smuc>ron 0, m M—n owaeraee N—ro wceoRo aw�nrw'xo. ox.P xe.(1ce 1. 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MANHOLE REQUIREMENTS vuov u�rvEw a F11—.111 rvc. auov of rvEw urvc,covE Il—o UE Boa n'o.o3n9aaa.ao Fou ou s. (.) �� a F. T,varreH sEEL(ss)uLow uorors '::a AD TME11( ) S HE RO 11,1 1 51°C ruga�i 090-p I - ro sne e11-1 ILN I Ill a ¢y IH N - N MIN SCS. mnc s w 11 \� ♦ -_ _'. 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PPE DA,3' 1111.111 IIIAll IN III ITPEN TO TI�F nA- A 6 T ,A>v! ary CREEN MAx MSPACE UM D. _ IN ATRENCH BACKFILL FOR WASTEWATER LINES III a Q D' oP,o�rv, CASING DETAIL AND PAVEMENT REPAIR FOR UTILITIESIli�o U o NOT 10 sw.E NOT TO..ta,E (, GENERAL NOTES FOR BACKFILL TABLE 1 TABLE 2 '- � n BEDDING AND INITIAL BACKFILL FINAL BACKFILL (BELOW PIPE TO 12"ABOVE PIPES (GREATER THAN 12' ABOVE PIPE UNPAVED AREAS_._ PAVED AREAS ;=OM 11 ASCII APL DE 1',1111..IIIIAF IHALL IT SPUR.—IILIII IELEIT MATE,AT'INA, XAVATo,, R O m CASING NOTES C "° N O EMAT [i0 I LR......BAL, sE MATERIAL J ZFC I�?R.IAEPFTA TO ED IFAINI SIT C-11, I NIA CUAV )M,CUA .. M Pb ASM)L4fll r.t I COMPACT L To ^/ ISISIAOT 111.Rl.1;1) R v _ fE nwG MEL STArvTS OR APPROVED EU'CRTwL SPD.vrsOcioR(0638),95. Q rv� PSSI�El 5 or T2 uqX G f yPA 'T MATER AL FROM Ex iOry W a. UM Au�5 OE V.PNA en - EU TO - m + w END 11 01 TOP I ease OF THE'A"NGY LINEMENTS,THEN'ISE IPMENT Q DEEP O EAD .. 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STANDARD DRIVEWAY DIMENSION UE jos n-u.a3nva su.a e 12 I I ,ao m vwur aam owr.ttrE (n.I (nJ (n.) �Q � 5 - F/s ase w< NTi i ]r%ow�aw,wn nrPl nrn am („n a a,�.wvaE� cc�rm xwur Ewc. w nccEvrwe�E vu.u[s. W s-1 Z a� LEGEND(DRIVE TYPE) - TYPE/C/ORJI�E/ii4Y TYPE/8/ONII�E/r.OY - w - xm m use rwr ro etas x omxw,Y � ��8 (wr) p) (ril e, vnrrewv TR134P ItN L � U TYPE5/7WW 6/7X/9/OAI`Pffff6.OY o c ti c U n wriwuou .... w g€g N 0 Z Z c� Fv�v� isOb, conrinuou wiwcw,r acwmcwe m¢ �Z<Q 1� (c<xasr} P) v (MEE) z- J o” 77PEs/AJRA/6/A=ej mimmY fAFCff/O r1FZ AY m Z V w o¢ a zm o a 3 SWLT 101 d 109 �rcow nvreH;� a STR-975 a an rxnzcr/_ DocuSign Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C i2xs0 Na. AS sxovn+. _ Evmx:SUEwtn wxUx.eats ' CUxSULiANrS SHEEP xcxwvmJ x ro feu Ex1�5sfPTMµRg N 3/d'CHnMFER(ROM SUES) ��03]9469.0 3 w v Q. M 6"�I�� 6 E .77;!t. _ ,s�oc�(s uix E.uveFnronr) - - - Z a TYPICAL S^CURB&GUTTER DETAIL 4^CURB&GUTTER DETAIL S"REVERSE CURB&cGUTTER DETAIL TYPE'A'HEADER CURB DETAIL =Fg w &� TO z sm s°C.c E""s" romp.REwero ,w�wR ,3nR' �e n '/1w« aF��uwER� mew.nE�R �x w �.mrorexrvEmL wxFaLACEMEnr -- - 7-�-_F;T77-rr-r -�- r s�wEo°wiE«o°;�Eo. � 9�°' m� RmRreM wro RR M R a/."RmwcooE rw �3/+5 A A T"Rx.r w m�R z :S%% CAP SEAL DETAIL CAP SEAL DETAIL $ PLAN SECTION A v m c, NI NEW CONC.TO NEW COC. NEW CONC.TO EXIST.CONC. 5x VALLEY GUTTER DETAIL aqxo im E w ie M E o.o s leim}o x w U W TYPE'B'HEADER CURB DETAIL mncRnE ro,ro scxc - o sx.LL axLr SE_wRx PZ.w L rtmu ME o m. U ry moA ntvat O�� CURB&GN7ER A REP➢ER CARR 1— 'W ro suw,r h s rPROP c6'CMD.CMB _ a'.l CN P.s PLL srEF1 aPME W U pmEW�Orv�ansUN [nos cnaa[o caxoR EAOEx calm/a M aaxrvtxir.am m s (uaYMuu).o in ___ ,-�ReAR crwJr E°My« G 3' ami RM,mRr¢tvnrw '"E ox Jorvr B B b a a/.��,HcnrvE—Ox J 1F0 DI 9uro 1—nr""-TV / 5(WxWuu�R p IDEo-EF _ X THE VS!to oV'ThIE NEW m Wicx 1HE O Y m 6'iretN MMMIN wMR�� Rx< .as.'ne O o J ..... ........:: owu s sEr ry Erox.'eROtrt tx m ,'� °. •-... � -� .,' ��Riasrv'e as wE m�wJesRs�Oww cUaiun sM � ~N w (z)a siro�oosrsmxc / Al 111 1111 111 rlc'mxx canomoxs 117 ro ME aRaE'cr sem nc srREt-r E )mi itiuim su�JEzm[e N Ewr Eves w/�wm am '�/�!`h" rlh.;'x.. nwts sx x M its oatmrws Z ons =RR�Eo°°M�wEF En" 'oA awe �m R.sE:sMRSRwE - PLAN CURB AND GUTTER TIE-IN DETAIL SIDEWALK RETAINING CURB DETAIL ms PLAN FOR SIDEWALK SIDEWALK DRAIN p d¢o xm,o acus n Loaf Lu z b cRouno xor ro 'a'cm araus�Ma'w msR,.W nm ro sM,t: cMrvr�M E o ® Er r o u wJ c &k o ,i+'vE�nurywr bras sxE�En`M ,/z•aroEnomsanPRcxEiAxo 1%.1— Y z oreL cRwr N M.R.c.}eMrm ross S }' U C�jy 4 C xvmouv x�mi�Li iuss o�L M'�(zawcMn°m a�wM rroExas m Z -� xEw cOwrnEre mEwuv oaw }a.c. cai`+'mso - Acr oz.tzv.°naa 92 srMA.urEs, awRiE� owu Msvu = , svNLL Jreu a rend m waR swu moo O R " ce wm�M svc°a'SFxrw a°c s °�sm�wEa a surae RD M ML 1. A. R M�w w snx RMxe. TSTR- 2O!109 NEW TO EXISTINGSURFACE&SIDEWALK SLOPE BEHIND CURB SIDEWALK TIE-IN DETAIL SECTION B-B VmL�Rr,/a'oEwv WwL975 r t,mxu LEO Sgn Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C GENERAL NOTES TRAVEL LANE TRAVEL LANE I. DETAILS FOR PAVEMENT WIDTH, PAVEMENT THICKNESS AND THE CROWN OR SHOULDER TRAVEL LANE TRAVEL LANE OR SHOULDER CRO55-SLOPE SRaLL LL SROWN ELSEWHERE IN TRE PLANS. PAVEMENTS TABLE N0.1 LONGITUDINAL STEEL WIDER THAN loo FT. wlrnGET A FREE LONGITUDINAL JOINT ARE NOT COVERED BY THIS STANDARD. FIRST AD DIAT IRA STEEL Z Z Y Y 2. USE COARSE AGGREGATES WITH A RATED COEFFICIENT OF THERMAL meC(ID�laaq icaOF O SLAB THICKNESS REGULAR SPACING BARS AT TRANSVERSE AND BAR SIZE STEEL BARS AT EDGE CONSTRUCTION JOINT 1.......) LISTED (COTE)OF NET MORE THAN 5.5 x ITA IN'IBI°F AS OR JOINT (SECTION X-XI LONGITUDINAL LONGITUDINAL LISTED IN THE CONCRETE RATED SOURCE DUALITY CATALOG ICRSOC). SPACING SPACING SPACING LENGTH CONTRACTION JOINT' CONSTRUCTION JOINT T BAR - -' -" 3. ALL THE REINFORCING STEEL AND TIE BARS SHALL BE DEFORMED IIN.) SIZE 0 2 C L --_ STEEL BARS CONFORMING TO ASTM A 615 (GRADE 601 OR ASTM A 996 (7 (IN.> (IN.1 IIN.) (IN.1 (GRADE 601 OR ABOVE. STEEL BAR SIZES AND SPACINGS SHALL CONFORM Z TRANSVERSE i0 TABLE N0.1 AND TABLE N0.2. ].0 n5 6.5 3 TO 4 13 50Q CONSTRUCTION X ADDITIONAL W e JOINT 4. STEEL BAR PLACEMENT TOL FRANCE SHALL BE•/- 1 IN. HORIZONTALLY ED -a ].5 n5 6.0 3 TO 4 12 50 STEEL BARS AND•/-0.5 tN. vE RTICALL Y. CALCULATED AVERAGE BAR SPACING -_ (CONCRETE PLACEMENT WIDTH/NUMBER OF LONGITUDINAL BARS) SHALL " 8.0 a6 9.0 3 TO 4 10 50 (� X CONFORM TO TABLE NO.1 Z 8.5 a6 8.5 3 TO 4 17 50 W 5. PAVEMENT WIDTHS OF MORE THAN 15 IT. SHALL HAVE A LONGITUDINAL 9.0 a6 0.0 3 TO 4 16 50 JOI NT (SECTION 2-2 OR SECTION Y-Y1. THESE JOINTS SHALL BE s=„ LONGITUDINAL c.. - - LOCATED WITHIN 6 IN. OF THE LANE LINE UNLESS THE JOINT LOCATION =. 9.5 n6 7.5 3 TO 415 50 STEEL IS SHOWN ELSEWHERE ON THE PLANS, mid 10.0 a6 7.0 3 TO 4 14 50 6. THE SAW CUT DEPTH FOR TRE LONG'T'N"'L CONTRACTION JOINT (SECTION Z-ZI SHALL BE ONE THIRD OF THE SLAB THICKNESS(i/3). 10.5 a6 6.]5 3 TO 4 13.5 50 m � WHEN TYING CONCRETE GUTTER AT A LONGITUDINAL JOINT, THE TIE ° 11.0 a6 6.5 3 TO 4 TRANSVERSE T m a, 13 50 STEEL BAR RENGTR OR POSITION MAY BE ADJUSTED. PROVIDE 3 IN. OF CONCRETE COVER FROM THE BACK OF GUTTER t0 THE END OF TIE BAR. 11.5 n6 6.25 3 TO 4 12.5 50 C C C C C K 0. REPLACE MISSING OR DAMAGED TIE BARS WITHOUT ADDITIONAL = 12.0 nb 6.0 3 TO 4 12 50 COMPENSATION BY DRILLING MIN.10 IN. DEEP AND GROUiiNG TIE CJ III 111, LASS C 12.5 nb 5.15 3 TO 4 11.5 50 - J nANp OPERATE DE GGd°fJ R RICU HE NTI 161, BCONSi RU Ci JONPEOINTS CI SAT THINE%O%I, USE RE PULL-OUT TEST e c 13.0 a6 5.5 3 TO 4 11 50 O A. OMI TITIEEBARS IN EIp WITHIN 0 IN. OF Y X TMMERSTON VIBRATORS TO CONSOLIDATE THE CONCRETE ADJACENT NN OU I o C SINGLE PIECE TIE BARS TO ALL VIBRATORS JOINTS. TABLE NO.2 TRANSVERSE STEEL AND TIE BARS h��2 TIE BARS I-- `C) 10. LONGITUDINAL REINFORCING STEEL SPLICES SHALL BE 4 MINIMUM E TIE BARS TIE BARS LONGITUDINAL OF 25 IN. STAGGER TRE LAP LOCATIONS 50 THAT NO MORE THAN 1/3 > �. AT LONGITUDINAL AT LONGITUDINAL Cl THE LONGITUDINAL STEEL IS SPLICED IN ANY GIVEN 12-FT. WIDTH I� SLAB TRANSVERSE CONTRACTION JOINT CONSTRUCTION JOINT PAVEMENT OR CONTRACTION JOINT -LONGITUDINAL PAVEMENT OR--- AND 2-FT. LENGTH OF THE PAVEMENT. U i H[CKNE SS STEEL (SECTION 2-ZI (SECTION Y-VI SHOULDER EDGE SHOULDER EDGE ([N.i CONSTRUCTION JOINT 11, THE DETAIL FOR THE JOINT SEALANT AND RESERVOIR IS SHOWN ON SIZE SINNING SIZE SPACING SIZE SPACING TYPICAL PA V EME N T LAYOUT STANDARD SHEET-CONCRETE PAVING DETAILS, JOINT SEALS." 7.0- ].5 n5 48 a5 48 a5 24 PLAN VIEW (NOT TO SCALE) W 0.0- 13.0 n5 40 n6 48 a6 24 _ 00LL F N Z F AD-FOR.s Bow,4x"FOR-1 BAR 50°FOR Z O 50 SDDEL LLI BeaS x5'Fav•s env IE 0 RS MAY OC v• LONGITUDINAL JOINT JOINT SEILING •I BAR AL y 1 'A. E PLANE AS JOINT SCALINGBARS MATER L L --- L/2 - RI Z TVEFSE BARS SAW CUT- 1 FOA.s BIa • SHEET 1 OF 2 RIAL �{ %3 °ea, o LU _ ��r M N. E, Th /re aAoene.lme^t^/r.��Pwlal^^ A- O U R^NSVERSE FIRS I-. +--- RSE BARS CONTINUOUSLY REINFORCED LONGITUDINAL BARS C C O 0 C C C C C/292 C C �j O Z No SPLICES ALLOWED WITHIN 10 FT OF THE JOINT. DNA HJ_.NIL BARS TRANSVERSE FIRS.... CONCRETE PAVEMENT ¢ r O ONE LAYER STEEL BAR PLACEMENT 111-1m O TRANSVERSE CONSTRUCTION JOINT LONGITUDINAL CONSTRUCTION JOINT T - 7 t0 IS INCHES 51 OLD FF.CE 511E PLANE As TRANSVERSE Haas FOR LONGIiu0i NALL BARS FORIBs.1Av 0E PL IC EO AFoSiAes. x SECTION X- X SECTION r-r ID.o 1N.TO 1H.o IN. r LONGITUDINAL CONTRACTION JOINT CRCP(1) 20 SECTION Z-Z O - I Sura 103 V 109 a�n�,a�,�°,°•°,,,,°, � DI>r PRaE�g_,FD�A X >EO SN,Envelope IT E4183826-27OD48AF-84E6-1 D9969DC332C CAST-IN-PLACE 10 FT 5 FT CONCRETE TRAFFIC I. ......... �....... - ......... BARRIER rExps oLPamuETM or Il IL LEO _ `I SAWED CONTRACTION TWO LAYERS OF 30 LB mac(lo=ElTCaoE 0 JOINTS ROOFING FELT OR lit" SEE CONCRETE BARRIER STANDARD EXPANSION JOINT --- FOR ANCHORAGE DETAILS. (SEE NOTE 12I T/3 SAW CUT DEPTH PREFORED BITUMINNOUS A LIE BARS IN ANY CONTINUOUS FIBER MATERIAL PIECE OF CONCRETE TRAFF'IL A 'A SIDE OF DINT REE \ BARRIE SHALL BE ON THE SAME A 2" ° ° ° CCV"IT" A J SI JOINT. Z MEN A -A ARI ESQ O. _ CONCRETE W W a BRIDGE A PROACH - Z - P 6 IAIENENT SLAB n l/2"MIN. ASPHALT (� " ^ TWO LAYERS HMAC(UNDERLAYMENT)- FREE LONGITUDINAL JOINT CONFORMINGD TOIAStMODR999. 1 JOINT WITHOUT TIE BARS1 W 30 LB ROOFING FELT A. LOCATION OF THE JOINT WILL BE AS DIRECTED BY THE ENGINEER. � mA TRANSVERSE EXPANSION JOINT DETAIL AT BRIDGE APPROACH FREE LONGITUDINAL JOINT DETAIL cn EXISTING CRCP NEW CROP = MIN.30" 0.1 of CRCP PAVEMENT MI N.10oNCITUDINAL Jo EXISTING PAVEM11 ENT EDGE PROPOSED PAVEMENT $ IF L IN ° o ^ CONCRETE CURB \ � ......../............. \a E L-Nt° ERi I[BARS 'mm c A ° TRANSVERSE CONSTRUCTION JOINT REMOVED L ABLE - e nMM;!�pryi G_X a ppM°f LONGITUDINAL REINFORCING STEEL A IL ...... SPLICES k EDGE Or CRCP PAVCMCNT ^ T O c OR LONGIiUDiNAL JOINT U p—L AND GRORT WITH TYPE 111, CLASS C EPDXY. DRILL&GROUT WITH l0'-I_25:'FOR=6IBAR DEMONSTRATE THAT THE BOND STRENGTH OF i E TPYE III.CLASS C EPDXY Y--MIN 21"F'0R»5 BAR EPOxY-GROuiED LONGITUDINAL BARS MEETS THE REOU IREMENTS OF PULL-OUT TEST SPECIFIED IN -Ell WIpEN[NG WORM, DEMONSTRATE i THE BOND STRENGTH IT 361. OF HE EPO%v-GROUTED IE BdRS MEEiSninE REOURIMENiS OF PULL-Qui TEST SPECIFIED Iry ITEM 361. W OPTION A.- DRILL AND EPDXY '.'PACE I"BARS AT 24"SPACING. USE»G TIE BARS FOR B"AND p PLAN VIEW 1 NOT TO SCALE) ICMER SLABS, USE»5 TIE BARS FOR LESS THAN IU HICM SLABS. 0: LONGITUDINAL WIDENING JOINT DETAIL 0 OLL v 1 l rvEw cacP _ Z(� IL W l 1 l [xlsriNc cacP l l r PARTIAL DEPTH SAWCUT z BE m }W m Q j ________________________ a W WW a M[N.,36" NEW LONGITUDINAL STEEL BARS SHEET 2 OF 2 ° Be J _j F Y Z W Z- 'f gaw � e,T,e ExPOSED ExISi1NG STEEL BARS �TIS '-'"9' "-'-"-"- �-"-"'-"-" "-"-"-"-' 3 V Z CONTINUOUSLY REINFORCED $ 00 CONCRETE PAVEMENT m o IN TRIS AREA THE BREAKING OF THE EXISTING x 1z-Fr w1DrH BY z-Fr LENGTH lz-Fr WIDTH BY z-Fr LENcrH COCrcRHpE W'LL BE ACCOPLISSHED By LIGHTWEIGHT ONE LAYER STEEL BAR PLACEMENT L r STAGGER THE LAP LOCATIONS So THAT No MORE THAN li3 OF THE A M A Y H E T - 7 to 13 INCHES LONGITUDINAL STEEL IS SPLICEI IN All GIVEN 12-FT. WIDTH OPTION B: BREAK BACK AND LAP AND 2-FT. LENGTH OF THE PAVEMENT. Nv OTNEN LAP CROP())-2O CONFIGURATION MEETING THIS REQUIREMENT WILL BE ALLOWED. L I.xry yr- $HEEi 104a I 09 EXAMPLES OF LAP CONFIGURATION TRANSVERSE TIE JOINT DETAIL o - -- PLAN VIEW 1 NOT TO SCALE) EXISTING CRCP TO NEW CRCP o ccreD creawnc.w cV g� X >D—SP,Envelope ID'.E4183828-27OD48AF-84EIr1D9969DC332C TEOIS DEP—MEA OF BOX DATA —1 11EET sr ... cc r I e la a Ic Z s@, a,a Q fro ur it Z LLIF M. s n re r W m a r a I �i rn a,r o,r all Icy CORNER 01�1'ION"A" CORNER OPi'!ON"8" "CORNER OPTION"ACONNEH OPl'lC)N a rt m � v r r 11 ' _ 1 1 ° °11 '" �i..i.. FILL HEIGHT 2 FT AND GREATER FILL HEIGHT LESS THAN 2 FT = °i , r u u r I Ir le - _ pn�C'o x w U IW—o r e a nr !1 )U Mt r ( II i3 IJ to /Si t i )9 20 e/o�r�r r' ,5r lro rxv U n SECTION A-A O z m GE m O Lu ci LOADINGo ¢ N w „� aaea a _ S SINGLE BOX CULVERTS 3 x¢ PRECAST th m J 7-0"SPAN U SCP-7 MEI 10501 log X >DOcuSlgn Envelope ID'.E4183828-27OD48AF-84E8-1D9969DC332C CROSS PIPE LENGTHS AND PIPE RUNNER LENGTHS ?: *E—oElY--of +u. cu�wre-waea jC7 1 11 1 11 1 Q SIDE ELEVATION OF TYPICAL W PIPE CULVERT MITER - ? :I r a L i TYPICAL PIPE CULVERT MICONDITIONS WHERE PIPE RUNNERS STANDARD PIPE SIZES AND Z TERS W ARE NOT REQUIRED 8; MAX PIPE RUNNER LENGTHS , r si ' r ESTIMATED CONCRETE RIPRAP QUANTITIES(CY) s 5 m SIDE ELEVATION OF y_ E CAST-IN-PLACE CONCRETE U t, EL? ¢w 0 00 z am w mo rlrrr 1 or a O _- E e a[ W EMS- SAFETY Y SAFETY END TREATMENT z F FOR 12"DIA TO EO"DIA PIPE CULVERTS S O w W 0.0 N O TYPE 11-CROSS DRAINAGE Q F J m w 7 ISOMETRIC VIEW OF SETT CD E G U TYPICAL INSTALLATION X �D—Slgn Envelope ID'.E4183828-27OD48AF-84E8-1 D9969DC332C *wrExgswsvomDEaamW M o nMrvooreo DE*aI� EET ao wwu¢!g "r -- ', z s.r w w a OPTION N OPTION A] u, Z CROSS PIPE AND CONNECTIONS DETAILS d ! Z � W 4v r, - Lu mea IIT r F SIDE ELEVATION OF PLAN OF SKEWED I- _ SAFETY END TREATMENT INSTALLATION INSTALLATION 2 w U o , PIPE RUNNER DETAILS fNNX I <o�- 4ISo 2D t" I o a` U - pw OPTION dl GPTIGN B2 OPTION d0,l OPTION d2 s,; BOTTOM ANCHOR PIPE DETAILS'IT BOTTOM ANCHOR TOEWALL DETAILS a Q SHOWING CROSS PIPE SHOWING TYPICAL PIPE N Z / n Iw S Yl AND ANCHOR TOEWALL CULVERT AND RIPRAP Z 4 r Q Q m W SECTION A 0 MATERIAL NO1C5 _ m 0 r N CO 1, 11 All „li,, SHEE I2 OF 2 p ir Ir V r l.e: ,Tuea Departm tot Iran teflon W Z F- g, en spw 5 Oartl m SAFETY END TREATMENT w r 3cr FOR 12”DIA TO 60"DIA ¢ j G 0 5 PIPE CULVERTS m r J TYPE 11-CROSS DRAINAGE d LL SETP-CD sraetT 107DI 109 w � c11 E6aLCI g_,ap�A X >D—SP,Envelope ID'.E4183828-27OD48AF-84E8-1 D9969DC332C WING DIMENSION CALCULATIONS' -Wuigva,l .ii. ♦Exgs DEP-MEM or 1 *wwsvomn* —1Si�EE*iwoueo I Txwu�ro PIPE RUNNER W DIMENSION CALCULATIONS, o W �u a Z � 1 - I 1 r 1 l N � 7 W v c, „es z o c o' �:I - -•- ISOMETRIC VIEW OF TYPICAL WINGWALL ELEVATION TYPICAL INSTALLATION log n� -- L,,, w U MATERL NOTES. '- Ul d q Al rpm JI ,. U ti k n ry ... �. t ➢ �r U _.. GENERAL NOTES k � 11 o m -T TOP OF AT TOP OF T OUTSIDE -.. EXTERIOR WINGWALL. INTERIOR WINGWALL OF BOTTOM.STAR AT INTERIOR WILu QO(� a.r o, p 0 W Z s PLAN VIEWS OF CORNER DETAILS Z in SECTION A Lu SHEe'r�I of z a w TABLE OF ,5 de J CC REINFORCING RAR O N Y j F Q I- SRPS AND SPACING .M. /taxa ant olh portahon r' Q a SAFETY END TREATMENT mW w FOR BOX CULVERTS g O S 'I (MAXIMUM Hw=T-O") m }W Lu o ' l T J E I PARALLEL DRAINAGE Q j TYPE - � h U SETB PD ea e w BARS J BARS K BASE R s�n� „�, �� .� .� o SHEET 108a 109 X �D—SA,Envelope ID'.E4183828-27OD8AF-84E8-1D9969DC332C REOUIRED PIPE SIZES STANDARD PIPE 517ES vo i as s,v✓ R 3F wµyLFy J i 1 , l 3 e PART PLAN 0 .SECTION as W W Z a&a OPTIONAL ANCHOR BAR DETAILS �Zr o 0 uom r � � pt. �<,.. .�1° ,�r TYPICAL WINGWALL INSIDE ELEVATION I -^0 - -� I � °, a o_,am°S.L 2 SLEEVE PIPE DETAILS,,' U v E t 'S p X IS ti v t 1�� L vi n 0 yo ,r U v SECTION THROUGH INSTALLATION OF TYPICAL FULL CROSS PIPE x^ o, N s O� LL rw Z �° no W W J Q I et 1 °e ' rva Oe ment of Tian orfeHon dei (Yj> a o '' mW Q �' 'I F SAFETY END TREATMENT ; w q.,I, , ° FOR BOX CULVERTS ¢ }W (MAXIMUM Hw=]'-0') m F SECTION THROUGH INSTALLATION OF 3 LT"FIRST CROSS PIPE fppeVd� TYPE l-PARALLEL DRAINAGE R LL j OUTSIDE CULVERT CARRFf.WITH OUTSIDE CULVERT CARREL ())V OPTIONAL.ANCHOR CARS&RIPRAP WIThf COLTED ANCHOR INSIDE CULVERT CARREL SETB-PD CROSS PIPE INSTALLATION DETAILS a=r _ SLEET 10901 109 CI 1 X