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C2021-342 - 12/14/2021 - Approved
Agreement 00 52 23 - 1 Port Avenue Water Line Replacement – Project No. 19038A Rev 7/2020 00 52 23 AGREEMENT This Agreement is between the City of Corpus Christi (Owner) and CPC Interests LLC DBA Clark Pipeline Services LLC (Contractor). Owner and Contractor agree as follows: ARTICLE 1 – WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Port Avenue Water Line Replacement Project No: 19038A ARTICLE 2 – DESIGNER AND OWNER’S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Urban Engineering 2725 Swantner Corpus Christi, TX 78404 doug@urbaneng.com 2.02 The Owner’s Authorized Representative for this Project is: Brett Van Hazel, PMP City of Corpus Christi – Engineering Services 4917 Holly Road, Bldg. No. 5 Corpus Christi, TX 78411 bretth@cctexas.com ARTICLE 3 – CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 180 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 210 days after the date when the Contract Times commence to run. DocuSign Envelope ID: 682A47C5-CACB-4E21-9388-9CDD54A0B111 Agreement 00 52 23 - 2 Port Avenue Water Line Replacement – Project No. 19038A Rev 7/2020 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 01 35 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 $750 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 $750 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 01 35 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 $ 4,856,722.99 DocuSign Envelope ID: 682A47C5-CACB-4E21-9388-9CDD54A0B111 Agreement 00 52 23 - 3 Port Avenue Water Line Replacement – Project No. 19038A Rev 7/2020 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.B, 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. DocuSign Envelope ID: 682A47C5-CACB-4E21-9388-9CDD54A0B111 Agreement 00 52 23 - 4 Port Avenue Water Line Replacement – Project No. 19038A Rev 7/2020 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 DocuSign Envelope ID: 682A47C5-CACB-4E21-9388-9CDD54A0B111 Agreement 00 52 23 - 5 Port Avenue Water Line Replacement – Project No. 19038A Rev 7/2020 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 01 00 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. DocuSign Envelope ID: 682A47C5-CACB-4E21-9388-9CDD54A0B111 Agreement 00 52 23 - 6 Port Avenue Water Line Replacement – Project No. 19038A Rev 7/2020 ARTICLE 10 – CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI Rebecca Huerta City Secretary Jeff Edmonds, P.E. Director of Engineering Services __________________________ AUTHORIZED APPROVED AS TO LEGAL FORM: BY COUNCIL ___________________________ Assistant City Attorney ATTEST (IF CORPORATION) CONTRACTOR CPC Interests LLC DBA Clark Pipeline Services (Seal Below) By: Note: Attach copy of authorization to sign if person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief Financial Officer Title: 6229 Leopard Street Address Corpus Christi Texas 78409 City State Zip 361-929-5822 N/A Phone Fax npatel@clarkpipeline EMail END OF SECTION DocuSign Envelope ID: 682A47C5-CACB-4E21-9388-9CDD54A0B111 1/5/2022 Project Manager 1/7/2022 1/7/2022 12-14-2021 M2021-232 RH/AB 1/10/2022 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 SC Go O� H U yea na o n n+�� 1$52 00 52 23 AGREEMENT This Agreement is between the City of Corpus Christi (Owner) and CPC Interests LLC DBA Clark Pipeline Services LLC(Contractor). Owner and Contractor agree as follows: ARTICLE 1—WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Port Avenue Water Line Replacement Project No: 19038A ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Urban Engineering 2725 Swantner Corpus Christi,TX 78404 doug@urbaneng.com 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel, PMP City of Corpus Christi—Engineering Services 4917 Holly Road, Bldg. No. 5 Corpus Christi, TX 78411 bretth@cctexas.com ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 180 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 210 days after the date when the Contract Times commence to run. Agreement 005223- 1 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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$750 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$750 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 $ 4,856,722.99 Agreement 005223- 2 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI LT Signed by: DocuSigned by: � t wl 1/10/2022 1/7/2022 Tc; FF-449€F-4A� Rebecca Huerta Jeff Edmonds, P.E. City Secretary Director of Engineering Services M2021-232 AUTHORIZED 12-14-2021 APPROVED AS TO LEGAL FORM: BY COUNCIL DocuSigned by: J�1d17.r 1/7/2022 RH/AB e��r-eea�s-a Assistant City Attorney ATTEST(IF CORPORATION) CONTRACTOR CPC I tSsgLQDBA Clark Pipeline Services (Seal Below) By: �G � 1/5/2022 A6499A-94F-4F-a... Note: Attach copy of authorization to sign if Title: Project Manager person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief 6229 Leopard Street Financial Officer Address Corpus Christi Texas 78409 City State Zip 361-929-5822 N/A Phone Fax npatel@clarkpipeline EMail END OF SECTION Agreement 005223-6 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 - - 00 30 01 BID FORM Project Name: Port Avenue Water Line Replacement Project Number: 19038A Owner: City of Corpus Christi OAR: Designer: urban Engineering-J.Douglas McMullan, P. E. By its signature below, Bidder accepts all of the terms and conditions of the Bid Acknowledgement, acknowledges receipt of all Addenda to the Bid and agrees, if this Bid is accepted,to enter into a Contract with the Owner and complete the Work in accordance with the Contract Documents for the Bid price. Bidder: CPC Interests LLC Dba Clark Pipeline Services (full legal name of Bidder) 01 Signature: si o (signature f person with authority to bind the Bidder) Name: Nilesh Patel (printed name of person signing Bid Form) Title: Project Manager (title o (tif person signing Bid Form) Attest: UAC (signature) State of Residency: Texas Federal Tx ID No. 'r Address for Notices: 6229 Leopard Street Corpus Christi,Texas 78409 Phone: 361-929-5822 Email: npatel@clarkpipeline.com ��sr�►`•�1% ,,;• �t OF rF�til �............... ...... ...... J_DpUGLAS 141GMULLAN W / ................................ �P =. 910 6 • Bid Form Port Avenue Water Line Replacement-Project No. 19038A 00 30 01-Page 1 of 4 Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Aacement Report Created On: 11/3/21 7:36:53 PM BID TOTALS BASE BID Total General $787,124.90 Street Improvements $1,380,266.20 Water Improvements $2,659,331.89 Allowances $30,000.00 Total $4,856,722.99 General No. Description Unit Qty Unit Price Ext Price Al Mobilization(Maximum 5%) LS 1 $37,760.00 $37,760.00 A2 Bonds and Insurance(Maximum AL 1 $61,360.00 $61,360.00 Allowance of 2%) A3 Install and Remove Silt Fence LF 6705 $5.90 $39,559.50 A4 Traffic Control LS 1 $59,000.00 $59,000.00 A5 Storm Water Pollution Prevention LS 1 $76,700.00 $76,700.00 A6 Trench Safety for Remove and Install LF 6705 $12.98 $87,030.90 Waterline A7 Trench Safety for Auger Shafts EA 8 $13,570.00 $108,560.00 A8 Well Pointing for Waterline LF 6705 $5.90 $39,559.50 A9 Well Pointing for Auger Shafts EA 8 $5,900.00 $47,200.00 A10 Pre-construction Exploratory LF 720 $147.50 $106,200.00 All Furnish and Install Auger Bore Work EA 7 $17,700.00 $123,900.00 Area Al2 Unanticipated Ozone Advisory Day DAY 1 $295.00 $295.00 Subtotal:$787,124.90 Street Improvements No. Description Unit Qty Unit Price Ext Price B1 12-inch Crushed Limestone(Type A SY 4460 $33.04 $147,358.40 Grade 1) Flexible Base B2 5-inch HMAC Type B(Base Course) SY 5950 $53.10 $315,945.00 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Aacement Report Created On: 11/3/21 7:36:53 PM B3 3-inch HMAC Type D(Surface Course) SY 8960 $43.61 $390,745.60 B4 Cement Stablized Sand CY 2240 $42.48 $95,155.20 B5 Remove and Replace 6-inch Curb and LF 4005 $28.32 $113,421.60 Gutter(Incl. 12" Flex Base) B6 Remove and Replace 10-inch Concrete SF 5460 $29.18 $159,322.80 Bus Pads B7 Remove and Replace Concrete Driveway SF 6210 $18.09 $112,338.90 B8 Remove and Replace Concrete Sidewalk SF 3380 $12.98 $43,872.40 B9 Seeding(Incl.Topsoil) SY 1190 $1.77 $2,106.30 Subtotal: $1,380,266.20 Water Improvements No. Description Unit Qty Unit Price Ext Price C1 Remove and Dispose of Existing Asphalt LF 6650 $26.55 $176,557.50 Pavement, 16" Diam. CIP Waterline and Fittings C2 Cap, Fill with Grout and Abandon 16" LF 1100 $33.04 $36,344.00 Diam Waterline C3 Furnish and Install 6" Diam.C900 DR18 LF 360 $74.97 $26,989.20 PVC Waterline by Conventional Trenching C4 Furnish and Install 8" Diam.C900 DR18 LF 200 $91.26 $18,252.00 PVC Waterline by Conventional Trenching C5 Furnish and Install 12" Diam. C900 DR18 LF 20 $171.10 $3,422.00 PVC Waterline by Conventional Trenching C6 Furnish and Install 16" Diam. C905 DR18 LF 6690 $152.54 $1,020,492.60 PVC Waterline by Conventional Trenching C7 Furnish and Install 30" Diam. Steel LF 1030 $689.64 $710,329.20 Casing complete with 16" Diam C900 DR18 PVC Carrier Pipe by Guided Auger Boring C8 Furnish and Install 12" Diam. Steel LF 140 $1,120.61 $156,885.40 Casing completewith 6" Diam. C900 DR 18 PVC Carrier Pipe by Auger Boring DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Aacement Report Created On: 11/3/21 7:36:53 PM C9 Furnish and Install 30"Steel Casing LF 20 $227.74 $4,554.80 complete with 16" Diam. C900 DR18 PVC Carrier Pipe by Conventional Trenching C10 Furnish and Install 6" R/W Gate Valve(MJ EA 18 $985.51 $17,739.18 with Mega Lug Joint Restraint Fitting) C11 Furnish and Install 8" R/W Gate Valve(MJ EA 10 $1,435.60 $14,356.00 with Mega Lug Joint Restraint Fitting) C12 Furnish and Install 12" R/W Gate Valve EA 1 $2,651.46 $2,651.46 (MJ with Mega Lug Joint Restraint Fitting) C13 Furnish and Install 16" R/W Gate Valve EA 6 $10,067.76 $60,406.56 c/w Bevel Gear(MJ with Mega Lug Joint Restraint Fitting) C14 Furnish and Install Air release Valve and EA 2 $9,521.42 $19,042.84 Valve Chamber C15 Furnish and Install 6"45 Deg DIP Bend EA 36 $369.34 $13,296.24 (MJ with Mega Lug Joint Restraint Fitting) C16 Furnish and Install 8"45 Deg DIP Bend EA 20 $467.87 $9,357.40 (MJ with Mega Lug Joint Restraint Fitting) C17 Furnish and Install 12"45 Deg DIP Bend EA 2 $747.12 $1,494.24 (MJ with Mega Lug Joint Restraint Fitting) C18 Furnish and Install 16"45 Deg DIP Bend EA 24 $1,361.72 $32,681.28 (MJ with Mega Lug Joint Restraint Fitting) C19 Furnish and Install 16" 11.25 Deg DIP EA 2 $1,452.58 $2,905.16 Bend(MJ with Mega Lug Joint Restraint Fitting) C20 Connection to Existing 2"Waterline(Incl. EA 3 $3,806.53 $11,419.59 16"x 6"Tee,6"x3"Tee,3"GV and 2" Fittings) C21 Connection to Existing 6"Waterline(Incl. EA 18 $3,942.38 $70,962.84 16"x6"Tee) C22 Connection to Existing 8"Waterline(Incl. EA 10 $4,034.42 $40,344.20 16"x8"Tee) C23 Connection to Existing 12"Waterline EA 1 $4,277.50 $4,277.50 (Incl. 16"x12"Tee) C24 Connection to Existing 16"Waterline EA 3 $3,978.96 $11,936.88 (Incl. 16"x 16"Tee) C25 Furnish and Install FH Assembly(Incl. EA 9 $5,889.38 $53,004.42 Tee,6" DI Pipe and Valve) C26 Furnish and Install 2"Transition EA 3 $129.80 $389.40 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Aacement Report Created On: 11/3/21 7:36:53 PM Coupling C27 Furnish and Install 6"Transition EA 18 $318.60 $5,734.80 Coupling C28 Furnsih and Install 8"Transition EA 10 $444.86 $4,448.60 Coupling C29 Furnish and Install 12"Transition EA 1 $613.60 $613.60 Coupling C30 Furnish and Install 16"Transition EA 3 $2,616.06 $7,848.18 Coupling C31 Furnish and Install 16" Diam. DIP for EA 2 $14,648.52 $29,297.04 Unanticipated Waterline Adjustment(Up to 6'of Cover and 60-ft in Length) C32 Extra Depth for Unanticipated Waterline VF 8 $788.24 $6,305.92 Adjustment For Each Vertical Foot Over 6-ft Cover(Added to Each Adjustment) C33 Reconnect 2"Water Service EA 7 $1,964.70 $13,752.90 C34 Furnish and Install 16" Bell Harness EA 86 $828.36 $71,238.96 Assembly Subtotal: $2,659,331.89 Allowances No. Description Unit Qty Unit Price Ext Price D1 Unanticipated Utility Allowance AL 1 $10,000.00 $10,000.00 D2 Unanticipated Disposal of Contaminated AL 1 $10,000.00 $10,000.00 Soil Replacement Alt for D2 D3 Unanticipated Disposal of Ground Water AL 1 $10,000.00 $10,000.00 Replacement Alt for D3 Subtotal: $30,000.00 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 CONTRACT DOCUMENTS FOR CONSTRUCTION OF PORT AVENUE WATER LINE REPLACEMENT PROJECT NUMBER 19038A ,mus c '....:........................* � ti �'J D011CLAS i�CA�t.iLLAN S • 3 ,it 910 6 6 �- �yCORPOiiA1\ 1852 °® �,�°`�� 114 URBAN EW) INEERIfvG 2725 SWANTNER CORPUS CHRISTI, TX 78404 (361) 8543101 FINAL CONSTRUCTION/CONFORMED Record Drawing Number WTR-479 SEPTEMBER 2021 UE Job No: 33760.89.01 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 00 01 00 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 (Rev 8-2019) 00 72 00 General Conditions (Rev 6-2021) 00 73 00 Supplementary Conditions(Rev 2-2020) Division 01 General Requirements 01 11 00 Summary of Work(Rev 10-2018) 01 23 10 Alternates and Allowances(Revs-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(Rev 8-2019) Part S Standard Specifications 021020 Site Clearing and Stripping 021040 Site Grading 022020 Excavation and Backfill for Utilities 022021 Control of Ground Water 022022 Trench Safety for Excavations 022420 Silt Fence 025205 Pavement Repair, Curb, Gutter, Sidewalk and Driveway Replacement 025223 Crushed Limestone Flexible Base 025404 Asphalts, Oils and Emulsions 025412 Prime Coat 025424 Hot Mix Asphaltic Concrete Pavement (Class A) Table of Contents 000100- 1 Port Avenue Water Line Replacement—Project No: 19038A Rev 5/2021 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Division/ Title Section 025610 Concrete Curb and Gutter 025612 Concrete Sidewalks and Driveways 025614 Concrete Curb Ramps 025620 Portland Cement Concrete Pavement 025802 Temporary Traffic Controls During Construction 026201 Waterline Riser Assemblies 026202 Hydrostatic Testing of Pressure Systems 026206 Ductile Iron Pipe and Fittings 026210 Polyvinyl Chloride Pipe (AWWA C900 and C905 Pressure Pipe for Municipal Water Mains and Wastewater force Mains) 026214 Grouting Abandoned Utility Lines 026402 Waterlines 026404 Water Service Lines 026411 Gate Valves for Waterlines 026416 Fire Hydrants 027205 Fiberglass Manholes 028020 Seeding 030020 Portland Cement Concrete 032020 Reinforcing Steel 038000 Concrete Structures Part T Technical Specifications Technical Special Provisions 01200 Existing Obstructions 02203 Utility Easement R. O. W Clearing and Restoration 02341 Guided Boring and Casing (Pilot Tube Method) 02342 Open Cutting and Casing 02620 Storm Water Pollution Prevention 05020 Welding (Steel Casing Pipe) 09910 Painting 15060 Miscellaneous Piping 15104 Gate Valves 15108 Combination Air Release and Vacuum Valves Table of Contents 000100-2 Port Avenue Water Line Replacement—Project No: 19038A Rev 5/2021 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Division/ Title Section Appendix All Testing Reports as Applicable 1 Geotechnical Report 2 TxDOT Permit END OF SECTION Table of Contents 000100-3 Port Avenue Water Line Replacement—Project No: 19038A Rev 5/2021 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 PORT AVENUE WATER LINE REPLACEMENT CITY PROJECT No. 19038A 00 01 01 SEAL PAGE Ji J. DOUGLAS McMULLAN, P. E. AlOf CIVIL `��' '•.s' �a URBAN ENGINEERING: - TBPE Firm 145 * of li® 2725 SWANTNER DRIVE J. nour�n v�C! i;LL�fv� CORPUS CHRISTI, TEXAS 78404 �t �P�.• �� r :.,10 6 Office: (361) 854-3101 ext. 248 �E �, � �� „°• @c'��'` i �4t� Email: dougm6d�urbaneng.com � For all technical specifications not listed by others in these seal page. i Seal Page Port Avenue Water Line Replacement— Project No. 18023A Page 1 of 1 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 00 01 02 LIST OF DRAWINGS Sheet No. DRAWING TITLE 1 Title Sheet and Plan Index 2 Testing Schedule, Quantities and Notes 3 Control Map 4 Utility Plan and Profile Baseline STA. 0+50 to STA. 4+50 5 Utility Plan and Profile Baseline STA. 4+50 to STA. 9+50 6 Utility Plan and Profile Baseline STA. 9+50 to STA. 14+50 7 Utility Plan and Profile Baseline STA. 14+50 to STA.19+50 8 Utility Plan and Profile Baseline STA. 19+50 to STA. 24+50 9 Utility Plan and Profile Baseline STA. 24+50 to STA. 29+50 10 Utility Plan and Profile Baseline STA. 29+50 to STA. 34+50 11 Utility Plan and Profile Baseline STA. 34+50 to STA. 39+50 12 Utility Plan and Profile Baseline STA. 39+50 to STA. 44+50 13 Utility Plan and Profile Baseline STA. 44+50 to STA. 49+50 14 Utility Plan and Profile Baseline STA. 49+50 to STA. 54+50 15 Utility Plan and Profile Baseline STA. 54+50 to STA. 59+50 16 Utility Plan and Profile Baseline STA. 59+50 to STA. 64+50 17 Utility Plan and Profile Baseline STA. 64+50 to STA. 69+50 18 Utility Plan and Profile Baseline STA. 69+50 to STA. 74+50 19 Utility Plan and Profile Baseline STA. 74+50 to END 20 Pollution Prevention Details 21 Miscellaneous Water Details 22 Corpus Christi Standard Water Details (1) 23 Corpus Christi Standard Water Details (2) 24 Corpus Christi Standard Water Details (3) 25 Corpus Christi Standard Water Details (4) List of Drawings 000100- 1 Port Avenue Water Line Replacement—Project No: 19038A DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 26 Connection Details 27 Lateral Details 28 Concrete Pavement Standard Details 29 Curb, Gutter and Sidewalk Standard Details 30 Driveway Standard Details (1) 31 Driveway Standard Details (2) 32 Driveway Standard Details (3) 33 Pedestrian Curb Ramp Standards (1) 34 Pedestrian Curb Ramp Standards (2) 35 Pedestrian Curb Ramp Standards (3) 36 Pedestrian Curb Ramp Standards (4) 37 Overall Location Map for Traffic Control 38 Traffic Control Legend, Table and General Notes 39 TCP Phase 1-1 40 TCP Phase 1-2 41 TCP Phase 2-1 42 TCP Phase 2-2 43 TCP Phase 3-1 44 TCP Phase 3-2 45 TCP Phase 4-1 46 TCP Phase 4-2 47 TCP Phase 5-1 48 TCP Phase 5-2 49 TCP Phase 5A-1 50 TCP Phase 5A-2 51 TCP Phase 6-1 52 TCP Phase 6-2 53 TCP Phase 7-1 List of Drawings 000100-2 Port Avenue Water Line Replacement—Project No: 19038A DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 54 TCP Phase 7-2 55 TCP Phase 8A-1 56 TCP Phase 8A-2 57 TCP Phase 8A-3 58 TCP Phase 8A-4 59 TCP Phase 8B-4 60 TCP Phase 8B-2 61 TCP Phase 8B-3 62 TCP Phase 8B-4 63 TCP Phase 8B-5 64 TCP Phase 9 65 TCP Phase 9 66 TxDOT Standard (1) 67 TxDOT Standard (2) 68 TxDOT Standard (3) 69 TxDOT Standard (4) 70 TxDOT Standard (5) 71 TxDOT Standard (6) 72 TxDOT Standard (7) 73 TxDOT Standard (8) 74 TxDOT Standard (9) 75 TxDOT Standard (10) 76 TxDOT Standard (11) 77 TxDOT Standard (12) END OF SECTION List of Drawings 000100-3 Port Avenue Water Line Replacement—Project No: 19038A DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 SC Go O� H U yea na o n n+�� 1$52 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: Port Avenue Water Line Replacement Project No: 19038A ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Urban Engineering 2725 Swantner Corpus Christi,TX 78404 doug@urbaneng.com 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel, PMP City of Corpus Christi—Engineering Services 4917 Holly Road, Bldg. No. 5 Corpus Christi,TX 78411 bretth@cctexas.com ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 180 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 210 days after the date when the Contract Times commence to run. B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions. Agreement 005223- 1 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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$750 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$750 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 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 EMail END OF SECTION Agreement 005223-6 Port Avenue Water Line Replacement—Project No. 19038A Rev 7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 30.21 Notices. .................................................................................................................................131 General Conditions 007200-9 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 maybe 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 2. No later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. F. The Contractor shall retain all required certificates of coverage for the duration of the Project and for one year thereafter. G. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery,within 10 days after the Contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the Project. H. The Contractor shall post on each Project Site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the Project,for the duration of the Project; 2. Provide to the Contractor, prior to that person beginning Work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the Project,for the duration of the Project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a. A certificate of coverage, prior to the other person beginning Work on the Project; and b. A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 5. Retain all required certificates of coverage on file for the duration of the Project and for one year thereafter; 6. Notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and 7. Contractually require each person with whom it contracts, to perform as required by this section, with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this Contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage will be based on proper reporting of General Conditions 007200-37 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 F. Contractor maybe 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 occur. General Conditions 007200-47 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 c. Costs of hand tools not owned by the workers consumed in the performance of the Work. Costs of hand tools not owned by the workers which are used but not consumed in the performance of the Work and which remain the property of Contractor, less their market value when Work is completed; d. For Contractor-and Subcontractor-owned machinery,trucks, power tools or other equipment, use the FHWA rental rates found in the Rental Rate Blue Book ("Blue Book") multiplied by the regional adjustment factor and the rate adjustment factor to establish hourly rates. Use the rates in effect for each section of the Blue Book at the time of use. Payment will be made for the actual hours used in the Work. 1) Standby costs will be paid at 50% of the FHWA rental rates found in the Blue Book if Contractor is directed by Owner in writing to standby. Standby costs will not be allowed during periods when the equipment would otherwise have been idle. For a six-day work week, no more than eight hours per a 24-hour day, no more than 48 hours per week and no more than 208 hours per month shall be paid of standby time. Operating costs shall not be charged by Contractor. e. Rental of construction equipment, including the costs of transporting, loading, unloading, assembling, dismantling, and removing construction equipment, whether rented from Contractor or others, in accordance with rental agreements approved by Owner. Costs for rental of equipment will not be paid when the equipment is no longer necessary for the Work. Justify idle time for equipment by demonstrating that it was necessary to keep equipment on Site for related future Work; 1) The hourly rate shall be determined by dividing the actual invoice cost by the actual number of hours the equipment is involved in the Work. Owner reserves the right to limit the hourly rate to comparable Blue Book rates. 2) If Contractor is directed to standby in writing by Owner, standby costs will be paid at the invoice daily rate excluding operating costs, which includes fuel, lubricants, repairs and servicing. f. Applicable sales, consumer, use, and other similar taxes related to the Work for which the Owner is not exempt, and which Contractor pays consistent with Laws and Regulations; g. Deposits lost for causes other than negligence of Contractor's Team; h. Royalty payments and fees for permits and licenses; i. Cost of additional utilities, fuel, and sanitary facilities at the Site; j. Minor expense items directly required by the Work; and k. Premiums for Bonds and insurance required by the Contract Documents. D. The Cost of the Work does not include the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals of partnerships and sole proprietorships, general managers, safety managers, superintendents, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, clerks, and other personnel employed General Conditions 007200-61 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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. ork;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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 C. The OPT and Contractor are to meet to discuss Owner's use or occupancy of the Work following Substantial Completion. Items to be discussed at this meeting include: 1. Review of insurance policies with respect to the end of the Contractor's coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner; 2. Owner's assumption of responsibility for security, operation, protection of the Work, maintenance, and utilities upon Owner's use or occupancy of the Work; 3. Contractor's obligations for operations and maintenance during performance and acceptance testing; 4. Contractor's access to the Site to complete punch list items; and 5. Procedures for correction of Defective Work during the 1-year correction period. 17.12 Partial Utilization A. Owner may use or occupy substantially completed parts of the Work which are specifically identified in the Contract Documents, or which OPT and Contractor agree constitutes a separately functioning and usable part of the Work prior to Substantial Completion of the Work. Owner must be able to use that part of the Work for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. Contractor and OPT are to follow the procedures of Paragraph 17.11 forthis part ofthe 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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.B 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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/remobiIization 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK SC-4.04 DELAYS IN CONTRACTOR'S PROGRESS A. The allocation for delays in the Contractor's progress for rain days as set forth in General Conditions Paragraph 4.04.D are to be determined as follows: 1. Include rain days in developing the schedule for construction. Schedule construction so that the Work will be completed within the Contract Times assuming that these rain days will occur. Incorporate residual impacts following rain days such as limited access to and within the Site, inability to work due to wet or muddy Site conditions, delays in delivery of equipment and materials, and other impacts related to rain days when developing the schedule for construction. Include all costs associated with these rain days and residual impacts in the Contract Price. 2. A rain day is defined as any day in which the amount of rain measured by the National Weather Services at the Power Street Stormwater Pump Station is 0.50 inch or greater. Records indicate the following average number of rain days for each month: Month Day Month Days January 3 July 3 February 3 August 4 March 2 September 7 April 3 October 4 May 4 November 3 June 4 December 3 3. A total of 25 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 Supplementary Conditions 007300- 1 Port Avenue Water Line Replacement—Project No. 19038A Rev 2/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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: See Geotechnical Report Subsurface Investigation, Laboratory Testing Program, and Geotechnical Recommendations for the Proposed 19038A Port Avenue Water Line Replacement Horne Road to Baldwin Boulevard Corpus Christi,Texas RETL Job No.—G120315 in Appendix 1. 2. Drawings of physical conditions relating to existing surface or subsurface structures at the site (except Underground Facilities) include the follow: None 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. 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 Supplementary Conditions 007300-2 Port Avenue Water Line Replacement—Project No. 19038A Rev 2/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 XRequired El 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 Not Required Installation Floater Equal to Contract Price Required if installing city-owned equipment ❑ Required Not Required ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES SC-7.02 LABOR; WORKING HOURS B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of person or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. Regular working hours are between sunrise to sundown Monday through Friday 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." Supplementary Conditions 007300-3 Port Avenue Water Line Replacement—Project No. 19038A Rev 2/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No. 19038A Rev 2/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 "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$10.95 per hour(or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/01/2021 * SUTX1987-001 12/01/1987 Rates Fringes file:///C/Users/elsak/Desktop/Wage%20Determination/2021/tx2l.txt[1/14/2021 4:48:52 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 CARPENTER(Excluding Form Setting).........................$ 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/tx2l.txt[1/14/2021 4:48:52 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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/tx2l.txt[1/14/2021 4:48:52 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data,project description, area practice material, etc.)that the requestor considers relevant to the issue. file:///C/Users/elsak/Desktop/Wage%20Determination/2021/tx2l.txt[l/14/2021 4:48:52 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 3.)If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- END OF GENERAL DECISION it file:///C/Users/elsak/Desktop/Wage%20Determination/2021/tx2l.txt[1/14/2021 4:48:52 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 "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$10.95 per hour(or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/01/2021 file:///C/Users/elsak/Desktop/Wage%20Determination/2021/tx29.txt[1/14/2021 4:49:32 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 * SUTX2011-010 08/08/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER(Paving & Structures)...$ 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/tx29.txt[1/14/2021 4:49:32 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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/tx29.txt[l/l4/2021 4:49:32 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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/tx29.txt[1/14/2021 4:49:32 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.)If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data,project description, area practice material, etc.)that the requestor considers relevant to the issue. 3.)If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- END OF GENERAL DECISION it file:///C/Users/elsak/Desktop/Wage%20Determination/2021/tx29.txt[1/14/2021 4:49:32 PM] DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 J. Douglas McMullan, 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 Port Avenue Water Line Replacement—Project No. 19038A Rev 2/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 ARTICLE 25—SHOP DRAWINGS SC-25.03 CONTRACTOR'S RESPONSIBILITIES A. Provide Shop Drawings for the following items: Specification Section Shop Drawing Description 025223 Crushed Limestone Flexible Base 026206 Ductile Iron Pipe and Fittings 026210 Polyvinyl Chloride Pipe (AWWA C900 and C905 Pressure Pipe for Municipal Water Mains and Wastewater Force Mains) 027205 Fiberglass Manholes 026404 Water Service Lines 026411 Gate Valves For Waterlines 026416 Fire Hydrants 030020 Portland Cement Concrete 02341 Guided Boring and Casing (Pilot Tube Method) 15104 Gate Valves 15108 Combination Air Release and Vacuum Valves 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 GC 20.08 Redline Drawings END OF SECTION Supplementary Conditions 007300-6 Port Avenue Water Line Replacement—Project No. 19038A Rev 2/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 01 11 00 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 consists of the removal of approximately 7,700 linear feet of 16-inch CIP and replacement with 16-inch DR18 C900 PVC waterline within the right-of-way of Port Avenue by conventional trenching and guided auger boring (pilot tube method), including, installation of new and reconnection of existing lateral waterlines valves fittings, fire hydrants other appurtenances, and miscellaneous items required to complete the project. 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. None. B. Completion of the Work described in this Contract may impact the construction of the items listed above. Summary of Work 011100- 1 Port Avenue Water Line Replacement—Project No: 19038A Rev 10/2018 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. C. Owner will provide normal operation and maintenance of the existing facilities during construction, unless otherwise stated. 1.05 CONSTRUCTION OF UTILITIES A. Pay for temporary power, including but not limited to construction cost, meter connection fees, and permits. 1.06 USE PRIOR TO FINAL COMPLETION A. Owner has the right to use or operate any portion of the Project that is ready for use after notifying the Contractor of its intent to do so. B. The execution of Bonds is understood to indicate the consent of the surety to these provisions for use of the Project. C. Provide an endorsement from the insurance carrier permitting use of Project during the remaining period of construction. D. Conduct operations to insure the least inconvenience to the Owner and general public. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Summary of Work 011100-2 Port Avenue Water Line Replacement—Project No: 19038A Rev 10/2018 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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- NONE 1.04 DESCRIPTION OF ALLOWANCES A. Allowance A2— Bonds and Insurance 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 Alternates and Allowances 012310- 1 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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. B. Allowance D1—Unanticipated Utility Allowance: 1. Payment by Allowance 2. Measurements and payment for unanticipated utility allowance shall be negotiated on an as needed basis and shall include but is not limited to all of the materials, labor and equipment to complete the following: a. The sum of$10,000 has been estimated to cover utility adjustment as outlined in 0157 00 Section 1.12, and 0123 00 Section 1.04. b. Any other item required to complete the utility adjustments in accordance with these contract documents that are not measured and paid for under another bid item. C. Allowance D2— Unanticipated Disposal of Contaminated Soil: 1. Payment by Allowance 2. Measurements and payment for unanticipated disposal of contaminated soil allowance shall be negotiated on an as needed basis and shall include but is not limited to all of the materials, labor and equipment to complete the following: a. The sum of$10,000 has been estimated to cover disposal of contaminated soil as outlined in 0157 00 Section 1.12, and 0123 00 Section 1.04. b. Any other item required to complete the disposal of contaminated soil in accordance with these contract documents that are not measured and paid for under another bid item. D. Allowance D3— Unanticipated Disposal of Contaminated Ground Water: 1. Payment by Allowance 2. Measurements and payment for unanticipated disposal of contaminated groundwater allowance shall be negotiated on an as needed basis and shall include but is not limited to all of the materials, labor and equipment to complete the following: a. The sum of $10,000 has been estimated to cover disposal of contaminated groundwater as outlined in 0157 00 Section 1.12, and 0123 00 Section 1.04. b. Any other item required to complete the disposal of contaminated groundwater in accordance with these contract documents that are not measured and paid for under another bid item. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Alternates and Allowances 012310-2 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT 1.00 GENERAL 1.01 MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents for lump sum payment items. Include all direct cost for the Work associated with that lump sum item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each lump sum item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the lump sum price. B. Measurement for progress payments will be made on the basis of the earned value for each item shown as a percentage of the cost for the lump sum item as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS. Payment at Final Completion will be equal to the total lump sum amount for that item. 1.02 MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents in unit price payment items. Include all direct cost for the Work associated with that unit price item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each unit price item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the unit price. B. Measurement for payments will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. Measurement will be as indicated for each unit price item. 1.03 MEASUREMENT AND BASIS FOR PAYMENT FOR BASE BID ITEMS A. Bid Item A-1—Mobilization (Maximum 5%): 1. Include the following costs in this Bid item: a. Transportation and setup for equipment; b. Transportation and/or erection of all field offices, sheds, and storage facilities; c. Salaries for preparation of documents required before the first Application for Payment; d. Salaries for field personnel assigned to the Project related to the mobilization of the Project; e. Demobilization; and f. Mobilization may not exceed 5 percent of the total Contract Price. Measurement and Basis for Payment 01 29 01- 1 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 2. Measurement for payment will be made per lump sum on the following basis: When at least 5% of the adjusted contract amount for construction is earned, 75% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. Upon substantial completion of all work under this Contract and removal of all equipment and materials from the Project site, the remaining 25% of the mobilization lump sum bid amount will be eligible for payment, minus retainage. B. Bid Item A-2—Bonds and Insurance (Maximum Allowance of 2%) See 0123 10 Alternates and Allowances. C. Bid Item A-3—Install and Remove Silt Fence: 1. Payment by Linear Foot 2. Measurement for install and remove Silt Fence shall be per linear foot and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Furnish, install, maintain, and remove all silt fence, erosion control devices, and practices as described by the Storm Water Quality Management Plan. b. Any other items required to complete the slit fence, erosion control devices in accordance with these Contract Documents that are not measured and paid for under another bid item. D. Bid Item A-4-Traffic Control: 1. Payment by Lump Sum 2. Measurement for Traffic Control and shall be per Lump Sum and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Furnish, install and maintain traffic control devices, signage and personnel necessary for the job, as shown in the Traffic Control Plan. b. Any other items required to complete the traffic control in accordance with these Contract Documents that are not measured and paid for under another bid item. E. Bid Item A-5—Storm Water Pollution Prevention 1. Payment shall include but not be limited to furnishing and submitting the SWPPP to TCEQ and Owner and updating the Plan during the Project as needed. All permits and required fees related to the SWPPP will be included in this item. 2. Measurement for payment will be made per lump sum on the following basis: The initial pay application will include 50% of the lump sum bid amount minus retainage. The balance will be paid according to the percent of construction completion after 50% completion has occurred, minus retainage. F. Bid Item A-6—Trench Safety for Remove and Install Waterline: 1. Payment by Linear Foot Measurement and Basis for Payment 01 29 01-2 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 2. Measurement for Trench Safety shall be per Linear Foot and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. OSHA 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 set out in Standard Specification 022022 Trench Safety for Excavation. b. Any other items required to complete the OSHA Trench Protection in accordance with these Contract Documents that are not measured and paid for under another bid item. G. Bid Item A-7—Trench Safety for Auger Shafts: 1. Payment by Each 2. Measurement for Trench Safety shall be per Each and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. OSHA 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 set out in Standard Specification 022022 Trench Safety for Excavation. b. Any other items required to complete the OSHA Trench Protection in accordance with these Contract Documents that are not measured and paid for under another bid item. H. Bid Item A-8- Well Pointing for Waterline: 1. Pay by Linear Foot 2. Well pointing is not dewatering as described in Section 0157 00. 3. Measurement for Well Pointing and shall be per Linear Foot along the center line of excavation and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. All pumps, piping, hoses well points and material required to provide a suitable working environment. b. Disposal of water. (See also Section 0157 00). C. Any other items required to complete the well pointing in accordance with these Contract Documents that are not measured and paid for under bid item. I. Bid Item A-9- Well Pointing for Auger Shaft: 1. Payment by Each 2. Well pointing is not dewatering as described in Section 0157 00. 3. Measurement for Well Pointing and shall be per Each along the center line of excavation and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: Measurement and Basis for Payment 01 29 01-3 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 a. All pumps, piping, hoses well points and material required to provide a suitable working environment. b. Disposal of water. (See also Section 0157 00). c. Any other items required to complete the well pointing in accordance with these Contract Documents that are not measured and paid for under bid item. J. Bid Item A-10—Preconstruction Exploratory: 1. Payment by Linear Foot 2. Measurement for Pre-Compensation Exploratory Excavation shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents shall include but not limited to: a. Excavation 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. 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 Designer. e. Pavement repairs associated with exploratory excavations will be paid for at the unit prices for pavement repair. f. Any other items required to complete the exploratory excavations in accordance with these Contract Documents that are not measured and paid for under another bid item. K. Bid Item A-11—Furnish and Install Auger Bore Work Area: 1. Payment by Each 2. This item will be measured by Each individual work area, in accordance with the Contract Documents. This item includes, but is not limited to the following work: a. Furnish and install material to requirements of the boring contractor. b. Furnish, install and remove concrete barriers around perimeter of work area. C. Remove all construction material and restore pad site to pre-construction conditions and contours. d. Furnish, install and remove steel plates used to protect existing infrastructure. Measurement and Basis for Payment 01 29 01-4 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 e. Dispose of all construction material according to Local, State and Federal regulations. f. Furnish Storm Water Pollution Prevention BMP's as specified in the Contract Documents. g. Install, maintain and remove silt fence. Silt fence shall completely surround the work area. h. Repair grassed areas by placing new topsoil, seeding watering until growth is established. i. Any other work required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. L. Bid Item A-12—Unanticipated Ozone Advisory Day: 1. Payment by Day 2. Measurements of Ozone Advisory Day shall be full compensation for all labor, materials and equipment schedule for hot mix paving for each day that an extension of time is granted, see also 0157 00 Section 1.09. M. Bid Item B-1—12-inch Crushed Limestone (Type A Grade 1) Flexible Base: 1. Payment by Square Yard 2. 12-inch Flexible Base shall be measured by the Square Yard of finished base of the required thickness, in accordance with the Contract Documents. This item includes, but is not limited to, the following work: a. Furnish place and compact Flexible base (Limestone Type 'A' Grade 1). b. Any other work required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. N. Bid Item B-2—5-inch HMAC Type B (Base Course): 1. Payment by Square Yard 2. 5-inch HMAC Type B shall be measured by the Square Yard of finished pavement of the required thickness, in accordance with the Contract Documents. This item includes, but is not limited to, the following work: a. Furnishing and applying prime coat and tact coat. b. Furnishing, placing and compacting asphaltic concrete. c. Any other work required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. O. Bid Item B-3—3-inch HMAC Type D (Surface Course): 1. Payment by Square Yard 2. 3-inch HMAC Type D shall be measured by the Square Yard of finished pavement of the required thickness, in accordance with the Contract Documents. This item includes, but is not limited to, the following work: Measurement and Basis for Payment 01 29 01-5 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 a. Milling haul off and disposal of existing pavement to 3-inch depth as required to facilitate 12-ft wide installation. b. Furnishing and applying prime coat and tack coat. C. Furnishing, placing and compacting asphaltic concrete. d. Any other work required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. P. Bid Item B-4—Cement Stabilized Sand: 1. Payment by Cubic Yard 2. Measurement for Cement Stabilized Sand shall be per Cubic Yard and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Any other items required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. Q. Bid Item B-5—Remove and Replace 6-inch Curb and Gutter(Incl. 12" Flex Base): 1. Payment by Linear Foot 2. Remove and Replace 6-inch Curb and Gutter shall be measured by the Linear Foot of finished curb and gutter of the required length, in accordance with the Contract Documents. This item includes, but is not limited to, the following work: a. Removal and haul off of existing Curb and Gutter. b. Grading and stabilizing the sub-grade with lime (as required). C. Furnish and install the 12" Limestone Base. d. Constructing the formwork and placing reinforcing steel. e. Furnishing, placing and finishing the concrete. f. Any other work required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. R. Bid Item B-6—Remove and Replace 10-inch Concrete Bus Pads: 1. Payment by Square Foot 2. Remove and Replace 10-inch Concrete Bus Pad shall be measured by the Square Foot of finished pavement of the required thickness, in accordance with the Contract Documents. This item includes, but is not limited to,the following work: a. Removal and haul off of existing Concrete Bus Pad. b. Grading and stabilizing the sub-grade with lime (as required). c. Constructing the formwork and placing reinforcing steel. d. Furnishing, placing and finishing the concrete. e. Any other work required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. Measurement and Basis for Payment 01 29 01-6 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 S. Bid Item B-7—Remove and Replace Concrete Driveway: 1. Payment by Square Foot 2. Remove and Replace Concrete Driveway shall be measured by the Square Foot of finished pavement of the required thickness, in accordance with the Contract Documents. This item includes, but is not limited to, the following work: a. Removal and haul off of existing Concrete Driveway. b. Grading and stabilizing the sub-grade with lime (as required). c. Constructing the formwork and placing reinforcing steel. d. Furnishing, placing and finishing the concrete pavement. e. Any other work required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. T. Bid Item B-8—Remove and Replace Concrete Sidewalk: 1. Payment by Square Foot 2. Remove and Replace Concrete Sidewalk shall be measured by the Square Foot of finished sidewalk, in accordance with the Contract Documents. This item includes, but is not limited to,the following work: a. Removal and haul off of existing Concrete Sidewalk. b. Grading and stabilizing the sub-grade with lime (as required). c. Constructing the formwork and placing reinforcing steel. d. Furnishing, placing and finishing the concrete. e. Any other work required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. U. Bid Item B-9—Seeding (Incl. Topsoil): 1. Payment by Square Yard 2. Measurement for Seeding shall be per Square Yard and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Seed,fertilize,water, and maintain through specified establishment of grass cover. b. Any other items required to complete the seeding in accordance with these Contract Documents that are not measured and paid for under another bid item. V. Bid Item C-1—Remove and Dispose Existing Asphalt Pavement, 16" Diam. CIP Waterline and Fitti ngs: 1. Payment by Linear Foot 2. Measurement for Remove and Dispose Existing Asphalt and CIP Waterline shall be per linear foot and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: Measurement and Basis for Payment 01 29 01-7 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 a. Excavate and Remove existing Asphalt Pavement, CIP Waterline and fittings. b. Properly dispose of CIP waterline, asphalt and unwanted materials, meeting all local, state, and federal regulations; C. Dewatering as defined in Section 0157 00. d. Any other items required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. W. Bid Item C-2—Cap, Fill with Grout and Abandon 16" Diam. Waterline: 1. Payment by Linear Foot 2. Measurement for abandon Watermain shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents shall include but not limited to: a. Furnish and install non shrink grout. b. Furnish and install end caps. c. Any other items required to complete water line abandonment in accordance with these Contract Documents that are not measured and paid for under another bid item. X. Bid Item C-3 — Furnish and Install 6" Diam. C900 DR18 PVC Waterline by Conventional Trenching, C-4 — Furnish and Install 8" Diam. C900 DR18 PVC Waterline by Conventional Trenching, C-5 — Furnish and Install 12" Diam. C900 DR18 PVC Waterline by Conventional Trenching, C-6 — Furnish and Install 16" Diam. C900 DR18 PVC Waterline by Conventional Trenching: 1. Payment by Linear Foot 2. Measurement for Install Waterline by Open Trenching and shall be per linear foot and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Excavation and back fill. b. Sand Encasement. C. Dewatering as defined in Section 0157 00. d. Furnish and install all waterline (PVC pipe to have #12 copper coated tracer wire DIP shall be installed with polyethylene wrap) as shown on the plans. e. All materials, labor and equipment to complete the bacteriological testing and hydrostatic testing. f. 20 foot joint of DIP for sanitary sewer crossing (per plans). g. Any other items required to complete the waterline improvements in accordance with these Contract Documents that are not measured and paid for under another bid item. Y. Bid Item C-7— Furnish and Install 30" Diam. Steel Casing complete with 16" PVC Carrier Pipe by Guided Auger Boring: Measurement and Basis for Payment 01 29 01-8 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 1. Payment by Linear Foot 2. Measurement for installing a steel casing by Guided Auger Boring (Pilot Tube Method) including 16" DR18 C900 PVC carrier pipe shall be per Linear Foot and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Excavation and back fill to connect to existing water system. b. Excavation of auger shafts. C. Furnish, and install PVC waterline pipe as shown on the plans. d. Furnish, Weld and install steel casing pipe. e. Furnish Casing spacers and install on Carrier Pipe. f. Install casing using the pilot tube method. g. Install Carrier Pipe inside casing pipe and sealing the ends of the casing. h. Guidance technology as required to complete the work. i. Dewatering as defined in Section 0157 00. j. All materials, labor and equipment to complete the bacteriological testing and hydrostatic testing. k. Site clean-up including hauling off the drilling fluids and cuttings to an approved disposal site. I. Any other items required to complete the waterline improvements in accordance with these Contract Documents that are not measured and paid for under another bid item. Z. Bid Item C-8 — Furnish and Install 12" Steel Casing complete with 6" Diam. C900 DR 18 PVC carrier by Auger Boring: 1. Payment by Linear Foot 2. Measurement for Install a steel casing by Auger Boring including 6" DR 18 C900 PVC carrier pipe shall be per Linear Foot and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Excavation and back fill to connect to existing water system. b. Excavation of auger shafts. C. Furnish, and install PVC waterline pipe as shown on the plans. d. Furnish, Weld and install steel casing pipe. e. Furnish Casing spacers and install on Carrier Pipe. f. Furnish bell harness assembly and install on Carrier Pipe g. Install casing using Auger Boring. h. Install Carrier Pipe inside casing pipe and sealing the ends of the casing. Measurement and Basis for Payment 01 29 01-9 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 i. Guidance technology as required to complete the work. j. Dewatering as defined in Section 0157 00. k. All materials, labor and equipment to complete the bacteriological testing and hydrostatic testing. I. Site clean-up including hauling off the drilling fluids and cuttings to an approved disposal site. m. Any other items required to complete the waterline improvements in accordance with these Contract Documents that are not measured and paid for under another bid item. AA. Bid Item C-9 — Furnish and Install 30" Steel Casing complete with 16" Carrier Pipe by Conventional Trenching: 1. Payment by Linear Foot 2. Measurement for Casing Pipe by Conventional Trenching including Carrier Pipe and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Trench excavation and backfill. b. Dewatering as described in Section 0157 00. C. Furnishing and installing (including welding) steel casing pipe. d. Furnishing and installing casing spacers. e. Furnishing and installing the carrier pipe as noted, inside the casing. f. Sealing the ends of the casing. g. Any other items required to complete casing installation in accordance with these Contract Documents that are not measured and paid for under another bid item. BB. Bid Item C-10 — Furnish and Install 6" R/W Gate Valve (MJ with Mega Lug Joint Restraint Fitting), Bid Item C-11 — Furnish and Install 8" R/W Gate Valve (MJ with Mega Lug Joint Restraint Fitting), C-12 — Furnish and Install 12" R/W Gate Valve (MJ with Mega Lug Joint Restraint Fitting), C-13 — Furnish and Install 16" R/W Gate Valve c/w Bevel Gear (MJ with Mega Lug Joint Restraint Fitting): 1. Payment by Each 2. Measurement for Gate Valve shall be per Each and shall be full compensation for all labor, materials,and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to. a. Furnish and install the valve complete with mega lug joint restraint fitting. b. Embedment. C. Furnish and install any adapters or special fittings. d. Furnish and install polyethylene wrap. CC. Bid Item C-14—Furnish and Install Air Release Valve and Valve Chamber: Measurement and Basis for Payment 01 29 01- 10 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 1. Payment by Each 2. This item will be measured by each individual installation. This item includes, but is not limited to, the following work: a. Furnishing and installing transmission main taps, valves, miscellaneous piping, vents,fiberglass manholes, access cover, and guard posts. b. Top of chambers and valve boxes shall match the finished grade, unless shown otherwise on the plans. c. Grading and cleaning up of installation and affected area. d. Concrete poured inside guard post shall be domed for drainage and shall have a smooth finish e. Any other work required to complete this item in accordance with these Contract Documents that are not measured and paid for under another bid item. DD. Bid Item C-15 — Furnish and Install 6" 45 Deg. DIP Bend (MJ with Mega Lug Joint Restraint Fitting), C-16 — Furnish and Install 8" 45 Deg. DIP Bend (MJ with Mega Lug Joint Restraint Fitting), C-17 — Furnish and Install 12" 45 Deg. DIP Bend (MJ with Mega Lug Joint Restraint Fitting), C-18 — Furnish and Install 16" 45 Deg. DIP Bend (MJ with Mega Lug Joint Restraint Fitting), C-19—Furnish and Install 16" 11.25 Deg. DIP Bend (MJ with Mega Lug Joint Restraint Fitti ng): 1. Payment by Each 2. Measurement for Ductile Iron Fitting and shall be per Each and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Furnish and install the fitting complete with mega lug joint restraint fitting. b. Embedment. C. Furnish and install any adapters or special fittings. d. Furnish and install polyethylene wrap. e. Furnish and install concrete thrust blocking. f. Any other items required to complete the installation of fittings in accordance with these Contract Documents that are not measured and paid for under another bid item. EE. Bid Item C-20 — Connection to Existing 2" Waterline, C-21 — Connection to Existing 6" Waterline, C-22 — Connection to Existing 8" Waterline, C-23 — Connection to Existing 12" Waterline, C-24—Connection to Existing 16" Waterline: 1. Payment by Each 2. Measurement for Connect New Waterline to Existing Waterline shall be per Each and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: Measurement and Basis for Payment 01 29 01- 11 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 a. Cut and disconnect waterline from distribution system b. Install temporary cap and concrete thrust blocking C. Remove cap and concrete thrust block once the 16-inch main is tested d. Furnish and install all pipe,fittings, and tees etc. as required to complete the connection to the new water line. e. Any other items required to complete the connection in accordance with these Contract Documents that are not measured and paid for under another bid item. FF. Bid Item C-25—Furnish and Install FH Assembly(Tee, 6" D.I. Pipe and Valve): 1. Payment by Each 2. Measurement for Fire Hydrant Assembly shall be per Each and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Excavate and backfill. b. Dewatering as described in Section 0157 00. C. Furnish and install fire hydrant, valve,Tee and 6-inch DI pipe. d. Furnish and install drainage pit. e. Furnish and install thrust blocking. f. Sterilization. g. Any other items required to complete the installation of fire hydrants in accordance with these Contract Documents that are not measured and paid for under another bid item. GG. Bid Item C-26 — Furnish and Install 2" Transition Coupling, C-27 — Furnish and Install 6" Transition Coupling, C-28 — Furnish and Install 8" Transition Coupling, C-29 — Furnish and Install 12" Transition Coupling, C-30—Furnish and Install 16" Transition Coupling: 1. Payment by Each 2. Measurements for Furnish and Install Transition Coupling shall be full compensation for all labor, materials and equipment required to complete the system in accordance with these Contract Documents that are not measured and paid for under bid item. HH. Bid Item C-31—Furnish and Install 16" Diam. DIP Unanticipated Waterline Adjustment(up to 6-ft. of Cover and 60-ft. in Length): 1. Payment by Each 2. Measurements for DIP Unanticipated Waterline Adjustments shall be full compensation for all labor, materials and equipment required to complete the system in accordance with these Contract Documents including but not limited to: a. Excavation and backfill. b. Dewatering. Measurement and Basis for Payment 01 29 01- 12 Port Avenue Water Line Replacement—Project No. 19038A ADDENDUM No. 1 Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 C. 16-inch pipe, 16"45-deg bends,joint restraint. d. Any other items required to complete the waterline adjustments in accordance with these Contract Documents that are not measured and paid for under another bid item. II. Bid Item C-32 — Extra Depth for Unanticipated Waterline Adjustment for Each Vertical Foot Over 6-ft Cover, (Added to Each Adjustment): 1. Payment by Vertical Foot 2. Measurements for Extra Depth for DIP Unanticipated Waterline Adjustments shall be full compensation for all labor, materials, and equipment required to complete drops not shown on the plans in accordance with these Contract Documents that are not measured and paid for under bid item. JJ. Bid Item C-33—Reconnect 2" Water Service: 1. Payment by Each 2. Measurement for Reconnect Existing Service to Waterline and shall be per Each and shall be full compensation for all labor, materials, and equipment required to provide a complete and functioning system as required by the Contract Documents including but not limited to: a. Excavation and Backfill. b. Furnish and install, service saddle, corp stop, and 2" HDPE service line from new main to meter. C. Furnish and Install Fittings to Connect to Water Meter. d. Any other items required to complete the reconnection in accordance with these Contract Documents that are not measured and paid for under another bid item. KK. Bid Item C-34— Furnish and Install 16" Bell Harness Assembly: 1. Payment by Each 2. Measurement for Bell Harness Assembly shall be per Each and shall be full compensation for all labor, materials and equipment required to provide a complete and functioning system as required by the Contract Documents, including but not limited to: a. Furnishing and installing the bell harness. b. Any other items required to complete the installation in accordance with these Contract Documents that are not measured and paid for under another bid item. LL. Bid Item D-1—Unanticipated Utility Allowance: See 0123 10 Alternates and Allowances. MM.Bid Item D-2—Unanticipated Disposal of Contaminated Soil: See 0123 10 Alternates and Allowances. NN. Bid Item D-3—Unanticipated Disposal of Contaminated Ground Water: See 0123 10 Alternates and Allowances. 00. Other Bid Items Measurement and Basis for Payment 01 29 01- 13 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 1. The basis of measurement and payment for other Bid Items shall be as described in the applicable Specification Sections, Construction Drawings and/or SECTION 00 30 01 BID FORM. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Measurement and Basis for Payment 01 29 01- 14 Port Avenue Water Line Replacement—Project No. 19038A Rev 5/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 0133 01 Submittal Register Specificatio Paragraph Types of Submittals Required n Section Specification Description No. Product Sample or Operations Information Mockup Data 025223 Crushed Limestone Flexible Base 026206 Ductile Iron Pipe and Fittings 026210 Polyvinyl Chloride Pipe(AWWA C900 and C905 Pressure Pipe for .Municipal Water Mains and Wastewater Force Mains 027205 Fiberglass Manholes 026404 Water Services Lines 026409 Tapping Sleeves and Tapping Valves 026411 Gate Valves for Waterlines 026416 Fire Hydrants 030020 Portland Cement Concrete 02341 Guided Boring and Casing Pilot Tube Method 15104 Gate Valves 15108 Combination Air Release and Vacuum Valves Submittal Register 013301-1 Port Avenue Water Line Replacement-Project No: 19038A 10/2018 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 01 35 00 SPECIAL PROCEDURES 1.00 GENERAL 1.01 CONSTRUCTION SEQUENCE A. Perform the Work as required to complete the entire Project within the Contract Times and in the sequence stipulated below: 1. The Contractor is responsible for undertaking preparatory work to get the 16-inch waterline ready for removal. The Contractor will isolate the line at each end of the project and drain it prior to conducting the rehabilitation work. a. At a minimum the Contractor will excavate,cut and cap the line and install thrust block at Baldwin/Port and at Horne Road/Port. b. The line can then be depressurized and drained to the stormwater collection system in 1,200-ft segments according to the phasing below, as the work progresses along the work corridor. 2. The phasing and construction time noted below is suggested to minimize the effects on local residents. 3. The Contractor can submit a modified phasing for consideration prior to commencing the work. B. Work shall be completed within the specified time for these items: (See Also Traffic Control Plan for Proposed Location of Phasing). Description Time Phase 1—(STA 0+00 to STA 12+00) 20 Days Phase 2—(STA 12+00 to STA 23+00) 20 Days Phase 3—(STA 23+00 to STA 34+50) 20 Days Phase 4—(STA 34+50 to STA 44+50) 20 Days Phase 5—(STA 44+50 to STA 56+50) 20 Days Phase 6—(STA 56+50 to STA 66+00) 20 Days Phase 7—(STA 66+00 to STA 78+67) 20 Days Phase 8— Horne Intersection 15 Days Phase 9— Baldwin Intersection 15 Days Clean-up and Project Close Out 10 Days C. The contractor will generally conduct the following sequence of work in each phase/segment: 1. Depressurize and drain previously isolated 16-inch waterline to storm sewer system. 2. Isolate, depressurize and drain the 6-inch,8-inch and 12-inch laterals as required. Special Procedures ADDENDUM No. 1 013500- 1 Port Avenue Water Line Replacement—Project No: 19038A ATTACHMENT No. 1 Rev 10/2018 PAGE 1 of 4 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 3. Disconnect the laterals from the 16-inch main 4. Install a cap and concrete thrust block at each lateral location. 5. Open lateral isolation valve and repressurize the lateral. 6. Remove and replace the existing 16-inch CIP waterline with AWWA C900 DR-18 PVC pipe. 7. Install a new tee,valve,and cap with riser on the 16-inch main for the pressure testing at each lateral. 8. Pressure test the new 16-inch line segment and pull bacteriological sample. 9. Once the testing is complete and the bacteriological sample has passed,the contractor will tie the tested 16-inch segment into the previous 16-inch segment and also connect any laterals located in the phase/segment. 10. Backfill to grade, place base course and asphalt pavement. 11. Move on to the next phase segment. D. Consider the sequences, duration limitations, and governing factors outlined in this Section to prepare the schedule for the Work. E. Perform the Work not specifically described in this Section as required to complete the entire Project within the Contract Times. 1.02 PLAN OF ACTION A. Submit a written plan of action for approval for shutting down essential services. These include: 1. Electrical power, 2. Control power, 3. Pipelines or wastewater systems, 4. Communications equipment, and 5. Other designated functions. B. Describe the following in the plan of action: 1. Scheduled dates for construction; 2. Work to be performed; 3. Utilities, piping, or services affected; 4. Length of time the service or utility will be disturbed; 5. Procedures to be used to carry out the Work; 6. Plan of Action to handle emergencies; 7. List of manpower, equipment, and ancillary supplies; 8. Backups for key pieces of equipment and key personnel; 9. Contingency plan that will be used if the original schedule cannot be met; and Special Procedures ADDENDUM No. 1 013500-2 Port Avenue Water Line Replacement—Project No: 19038A ATTACHMENT No. 1 Rev 10/2018 PAGE 2 of 4 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Damages Out of Operation can be Shut Down ($ per hour) Disconnection/Connection to Distribution System at 4 hours $1,000 Horne Avenue Disconnection/Connection to Distribution System at 4 hours $1,000 Baldwin Disconnection/Connection to Lateral Waterlines 4 hours $1,000 (Typical) B. Submit a written plan of action per Paragraph 1.02 for approval for critical operations. C. Work affecting critical operations is to be performed on a 24-hour a day basis until Owner's normal operations have been restored. D. Provide additional manpower and equipment as required to complete the Work affecting critical operations within the allotted time. E. Liquidated damages will be assessed if Work on critical operations is not completed within the time indicated. 1. These items are critical to the operation of the existing distribution system. 2. Loss of operation of the existing distribution system can subject the Owner to loss of revenue, additional operations cost, and fines from regulatory agencies. 3. Liquidated damages have been established for each critical operation. F. Designated Critical Operations are described in more detail as follows: 1. Critical Operation 1 - Disconnection/Connection to Distribution System at Horne Avenue: a. Disconnection - Prior to beginning the removal and replacement work the contractor will isolate the existing main. Contractor will request that the valve at Horne be closed to isolate the main from the distribution system. Once the City notifies the Contractor that the valve is closed the Contractor will then excavate the existing main cut/disconnect it and install a 12-inch cap and thrust block at this location. b. Connection - Once the new 16-inch/12-inch waterline has been pressure tested and disinfected the Contractor will request that the valve on the 12-inch waterline be closed. Once the City notifies the Contractor that the valve is closed the Special Procedures ADDENDUM No. 1 013500-3 Port Avenue Water Line Replacement—Project No: 19038A ATTACHMENT No. 1 Rev 10/2018 PAGE 3 of 4 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Contractor will remove the cap and thrust block and make the connection to the distribution system. 2. Critical Operation 2—Disconnection/Connection to Distribution System at Baldwin: a. Disconnection - Prior to beginning the removal and replacement work the contractor will isolate the existing main. Contractor will request that the valve at Baldwin be closed to isolate the main from the distribution system. Once the City notifies the Contractor that the valve is closed the Contractor will then excavate the existing main cut/disconnect it and install a 16-inch cap and thrust block at this location. b. Connection - Once the new 16-inch waterline has been pressure tested and disinfected the Contractor will request that the valve on the 36-inch waterline be closed. Once the City notifies the Contractor that the valve is closed the Contractor will remove the cap and thrust block and make the connection to the distribution system. 3. Critical Operation 3—Disconnection/Connection to Lateral Waterlines (Typical): a. Disconnection - Prior to beginning the removal and replacement work the contractor will isolate the existing laterals in the current phase/segment. The Contractor will request that the applicable distribution system valve be closed to isolate the lateral from the distribution system. Once the City notifies the Contractor that the valve is closed the Contractor will then excavate the existing lateral disconnect it from the main, install a thrust block and temporary cap at each location. b. Connection - Once the new 16-inch waterline has been pressure tested and disinfected the Contractor will request that the valve isolating the subject lateral waterline be closed. Once the City notifies the Contractor that the valve is closed the temporary cap and thrust block will be removed and the Contractor will make the connection to the distribution system using a transition coupling. 1.04 OWNER ASSISTANCE A. The Owner will assist the Contractor in draining the existing pipelines as much as possible through existing isolation and blow-off valves. The Contractor will be responsible for providing dewatering pumps, etc. required to completely dewater the facilities and handle any leakage past closed valves,gates or adjacent structures. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Special Procedures ADDENDUM No. 1 013500-4 Port Avenue Water Line Replacement—Project No: 19038A ATTACHMENT No. 1 Rev 10/2018 PAGE 4 of 4 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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—PROJECT SIGNS NOT REQUIRED 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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—(NOI, NOC AND NOT ARE NOT REQUIRED FOR THIS PROJECT. CONTRACTOR SHALL POST THE SMALL CONSTRUCTION SITE NOTICE PER TECHNICAL SPECIFICATION 02620). 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 C. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by a manmade berm(s) prior to entering the storm water system. Sheet flow and ponding is to allow solids screening and/or settling prior to entering a storm water conduit or inlet. D. Storm water or groundwater shall not be discharged to private property without permission. It is the intent that Contractor discharges groundwater primarily into the existing storm water system, provided that the quality of groundwater is equal to or better than the receiving stream,the Corpus Christi Bay. 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 disposal of this water in a Plan of Action per SECTION 01 35 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 Port Avenue Water Line Replacement—Project No: 19038A Rev 8/2019 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 PART S - STANDARD SPECIFICATIONS DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 (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:682A47C5-CACB-4E21-9388-9CDD54AOB111 (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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 5.5-1b (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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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. I. 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, rile 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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. I. 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 rill pipe with cement-bentonite grout or cement-sand grout when pipe is removed from service. J. Extent of construction ground water control for structures with a permanent perforated underground drainage system may be reduced, such as for units designed to withstand hydrostatic uplift pressure. Provide a means for draining the affected portion of underground system, including standby equipment. Maintain drainage system during operations and remove it when no longer required. K. Remove system upon completion of construction or when dewatering and control of surface or ground water is no longer required. L. In unpaved areas, compact backfill to not less than 95 percent of Standard Proctor maximum dry density in accordance with ASTM D 698. In paved areas (or areas to receive paving), compact backfill to not less than 98 percent of Standard Proctor maximum dry density in accordance with ASTM D 698. 3.2 REQUIREMENTS FOR EDUCTOR, WELL POINTS, OR DEEP WELLS A. For above ground piping in ground water control system, include a 12-inch minimum length of clear, transparent piping between every eductor well or well point and discharge header so that discharge from each installation can be visually monitored. B. Install sufficient piezometers or monitoring wells to show that all trench or shaft excavations in water bearing materials are pre-drained prior to excavation. Provide separate piezometers for 022021 Page 5 of 10 Rev.10-30-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 mg/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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Party: 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 SECTION 025205 PAVEMENT REPAIR, CURB, GUTTER, SIDEWALK AND DRIVEWAY REPLACEMENT 1. DESCRIPTION This specification shall govern the removal and replacing of all types of pavements and surfacing required to complete the project. 2. MATERIALS Unless otherwise specified on the drawings, materials and proportions used along with this specification shall conform to the respective following specifications: City Standard Specifications Section 022020 "Excavation and Backfill for Utilities" Section 022100 "Select Material" Section 025223 "Crushed Limestone Flexible Base" Section 025424 "Hot Mix Asphaltic Concrete Pavement" Section 025610 "Concrete Curb and Gutter" Section 025612 "Concrete Sidewalks and Driveways" Section 025620 "Portland Cement Concrete Pavement" Section 030020 "Portland Cement Concrete", Class "A" Concrete Section 032020 "Reinforcing Steel" Section 038000 "Concrete Structures". 3. METHOD OF CUTTING The outline of the trench shall be marked upon the surface of the pavement to be cut,and all cuts into the pavement shall be saw-cut as nearly vertical as it is possible to make them. All unwanted materials removed shall be disposed of by the Contractor and shall not be used as backfill material. 4. BACKFILL OF TRENCH Excavation and backfilling of trench shall be in accordance with City Standard Specification Section 022020 "Excavation and Backfill for Utilities." 025205 Page 1 of 4 Rev.11-9-2016 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 94 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 94 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 THIS PAGE INTENTIONALLY LEFT BLANK 025205 Page 4 of 4 Rev.11-9-2016 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 (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 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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-F. 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 job-mix will be durable 025424 Page 2 of 8 Rev.3-25-2015 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 * 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 94. Variations from job-mix shall not exceed the following limits, except as noted above: Item: Tolerances Percent by Weight or Volume V 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-Storage System. 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 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'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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 94 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 1 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 Aawregate P* 450 psi(7 days) 3200 psi(7 days) 5.6 gal./sack No.2(1'/?) 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 FMSHING 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 24' to 50" 4,uy ANDARIN W 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 3'Galvanized Nipple 2" Straight Coupling 2"x 3'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 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 The maximum allowable leakage shall be as follows: Ductile Iron Pipe, AWWA C600 L= SD P lZ_ or L=ND P l2 133,200 7,400 Asbestos - Cement Pipe, AWWA C603 L=ND P viz 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 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 C 153. 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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. 9 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 not push- 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 (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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 (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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 1-1/2" & 2" sizes 026404 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 1" 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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) Bu . 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Hdr - 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- 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 meet the 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 insert body with a 69 316 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 grade adjustments. A maximum of I8" 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 subj ect to 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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: 1. 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 3. CONSTRUCTION METHODS 3.1 PREPARATION OF SEEDBED: The area to be treated along with requirements for seed, fertilizer and other treatments, shall be done as indicated on the drawings and as specified below. Clearing—Refer to City Standard Specification Section 021020, "Site Clearing and Stripping". Grading -Refer to City Standard Specification Section 021040, "Site Grading". Tilling -The area to be seeded shall be tilled to a depth of 4 to 6 inches by disking,plowing, or other approved methods until soil condition is acceptable. Topsoiling — If the native soils are not conducive to the establishment and maintenance of grass growth, or if called for on the drawings,topsoil shall be placed over the area to be seeded to a depth of 5 inches after tilling. Topsoil shall have a pH range of 5.5 to 7; shall contain between 2 and 20 percent organic material content in accordance with ASTM D5268; and shall be free of stones larger than one inch, debris, and extraneous materials harmful to plant growth. 3.2 FERTILIZING: Fertilizer shall be uniformly applied at a rate of 400 lb/acre, after tilling. Fertilizing and seeding shall be done concurrently. If seeds and fertilizer are distributed in a water slurry, the mixture shall be applied to the area to be seeded within 30 minutes after all the components have come into contact. 3.3 SEEDING: The seed mixture shall be uniformly distributed at the rate specified above. Broadcast Seeding - 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 3 of 4 Rev.3-25-2015 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 lb./acre on flats, 2000 lb./acre on slopes up to 3:1, and 2500 lb./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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 11 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 (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 SO4. 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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)* 1-1/2 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 Aggregate 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 TABLE 2 Fine Aggregate Gradation Chart Percent Retained on Each Sieve Aggregate Grade No. 3/81n. No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 1 0 0 to 5 0 to 20 15 to 50 35 to 75 70 to 90 90 to 100 97 to 100 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 90T. (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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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(fc) 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 24-8**** B* 4.5 2500 417 8.0 24-8**** 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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. ThPlant. 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 FMSHING 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 93, #4, #5 4d 96, #7, #8 5d All bends in main bars and in secondary bars not covered above: Grade 60 Grade 75 93 thru 98 6d -- #9, #10 8d -- 911 8d 8d 914, 918 10d -- 032020 Page 3 of 6 Rev.10-30-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 Dias—=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:682A47C5-CACB-4E21-9388-9CDD54AOB111 TABLE 1 Minimum Lap Requirements Lap 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 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)",except that the 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 following: 24 hours after application............2 percent 72 hours after application............4 percent Type 1 (Resin Base Only)curing compound will be permitted for slab concrete in bridge decks and top slabs of direct traffic culverts. (b) Mat curing of concrete is allowed where permitted by Table 1 in this specification or where otherwise approved by the Engineer. 3. EXPANSION JOINTS Joints and devices to provide for expansion and contraction shall be constructed where and as indicated herein or on the plans. All open j oints and j oints to be filled with expansion j oint material,shall be constructed using forms adaptable to loosening or early removal. To avoid expansion or contraction damage to the adjacent concrete, these forms shall be loosened as soon as possible after final concrete set to permit free movement without requiring full form removal. Prior to placing the sealing material, the vertical facing the joint shall be cleaned of all laitance by sandblasting or by mechanical routing. Cracked or spalled edges shall be repaired. The joint shall be blown clean of all foreign material and sealed. Where preformed fiber j oint material is used,it shall be anchored to the concrete on one side of the joint by light wire or nails, to prevent the material from falling out. The top one inch (1") of the joint shall be filled with joint sealing material. Finished 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 contact with concrete that has attained its initial set shall be deemed a construction joint. The term "monolithic placement" shall be interpreted to mean at the manner and sequence of concrete placing shall not create construction joints. Construction joints shall be of the type and at the locations shown on the plans. Additional joints will not be permitted without written authorization from the Engineer, and when authorized, shall have details equivalent to those shown on the plans for joints in similar locations. Unless otherwise provided, construction joints shall be square and normal to the forms. Bulkheads shall be provided in the forms for all joints, except when horizontal. Construction joints requiring the use of joint sealing material shall be as detailed on the plans. The 038000 Page 4 of 19 Rev.3-25-2015 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 (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 joists 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 (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 job 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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 11 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 subject to 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 Spru. This curing method shall consist of overlapping sprays or sprinklers that keep all unformed surfaces continuously wet. (c) Ponding. 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 (1") depth of water. Satisfactory provisions shall be made to provide a dam to retain the water or saturated granular material. (3) Membrane Curing. 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 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:682A47C5-CACB-4E21-9388-9CDD54AOB111 PART T - TECHNICAL SPECIFICATIONS DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 TECHNICAL SPECIAL PROVISIONS These Technical Special Provisions amend or supplement the Technical Specifications and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. ARTICLE TS-1 DEFINITIONS Design Specification - Whenever the term "Design Specification" is used, it shall be understood that the performance of the completed work is as designed by the ENGINEER, and the CONTRACTOR must follow the requirements of the drawings and specifications; followed the manufacturer's recommendations (material and equipment) ; followed industry standard procedures and provided top quality workmanship. Performance Specification - Whenever the term "Performance Specification" is used, it shall be understood that the performance of the completed work is the responsibility of the CONTRACTOR, provided the OWNER has faithfully followed all written operational and maintenance instructions supplied by the CONTRACTOR. (The CONTRACTOR is not relieved of the responsibility for improper performance of the completed work even if there was improper operation and/or maintenance by the OWNER but it obviously was not the cause of improper performance. ) In a performance specification, the CONTRACTOR is responsible for the design of the item furnished and installed by him. It is intended that the item function properly without excessive operation and maintenance being required by the OWNER. The item furnished must incorporate the features specified but still perform as intended. The materials specified are to set a minimum standard but shall not be considered a design. If the design furnished by the CONTRACTOR requires higher quality material in order to perform as intended, it shall be furnished at no increase in cost to the Contract amount. When minimum dimensions are specified, they shall not be considered a design. If the design furnished by the CONTRACTOR requires larger dimensions in order to perform as intended, it shall be furnished at no increase in cost to the Contract amount. Work - Whenever the word "Work" is used it shall be understood as referring to all materials, supplies, machinery, equipment, plant, tools, superintendence, labor, bonds, insurance, water, light, power, fuel, transportation, royalty fees and any other facilities necessary to the proper execution and completion of the project. The Contractor shall provide a pay for all the aforementioned items. ARTICLE TS-2 LAYOUT OF THE WORK The Contractor shall layout the work from the existing facilities. If, for whatever reason, it is necessary to deviate from proposed line and grade to properly execute the work, the Contractor shall obtain approval of the Engineer prior to deviation. If, in the opinion of the Engineer, the required deviation would necessitate a revision to the Drawings, the Contractor shall provide supporting measurements as required by the Engineer. Technical Special Provisions Page 1 of 1 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 01200 - EXISTING OBSTRUCTIONS 1.0 GENERAL: The drawings show the locations of all known surface and subsurface structures. In the case of underground obstructions such as existing water, sewer, storm sewer, gas, electrical or other utility lines that are not shown on the drawings, their location is not guaranteed. The Owner assumes no responsibility for failure to show any or all these structures on the drawings or to show them in their exact location. It is assumed, that, the Contractor has thoroughly inspected the site, is informed as to the correct location of surface structures, and has included the cost of such incidental work in the price bid, and has considered and allowed for all foreseeable incidental work due to variable sub-surface conditions, whether such conditions and such work are fully and properly described on the drawings or not. Minor changes and variations of the work specified and shown on the drawings shall be expected by the Contractor and allowed for as incidental to the satisfactory completion of a whole and functioning work or improvement. 2.0 ABANDONED LINES: When a line is uncovered that is not necessary for the proper operation of the proposed improvements, the Contractor shall notify the Engineer for further review. 3.0 SERVICE LINES: When an un-shown line is uncovered that must remain in service for the proper operation of the proposed improvements, the Contractor shall notify the Engineer for further review. 4.0 TRENCHING AHEAD: 4.01 General: The Contractor is required to conduct trenching operations in a manner which will allow conflicts to be anticipated thereby allowing measures to be taken in certain cases to circumvent the conflict. Specifically the Contractor shall do the following: a. Trenching shall be performed a minimum of 100 feet (or the total length of the trench) ahead of pipe laying operations. Pilot Trenches may be used at the Contractor's option. b. If un-shown buried lines are discovered which may cause conflict, Contractor shall stop pipe-laying operations and notify Engineer of discovery. 01200 - Existing Obstructions Page 1 of 2 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 4.02 Grade Alignment of Pipes in Pressure Service: ("Pressure Service" is defined as any system subject to a hydrodynamic or hydrostatic head induced by pumping or a reservoir of fluid. ) If a conflict can be avoided by adjusting grades up or down and no additional fittings are required, no claim for additional compensation for extra work will be considered. 4.03 Avoidable Conflicts: Are those conflicts occurring because of the Contractor's failure to comply with 4.01 and which could have been avoided by grade adjustment in accordance with 4 . 02. 5.0 PRE-CONSTRUCTION EXPLORATORY EXCAVATIONS: The contractor is required to carry out pre construction exploratory excavation as described in Article 19 - Project Management of the General Conditions. 01200 - Existing Obstructions Page 2 of 2 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 02203 - UTILITY EASEMENT R.O .W CLEARING AND RESTORATION 1.0 GENERAL REQUIREMENTS 1.01 SCOPE This specification shall govern for all work necessary to clear and restore the utility easement for the installation of the water line as required to complete the project. 1.02 SPECIFICATION TYPE This specification is a performance specification as defined in Article TS-1 of the Technical Special Provisions. 1.03 INTENT It is the intent of this specification that the utility easement be restored (area disturbed by the Contractor's operation) to at least a condition equal to what it was before construction began. 2.0 BRUSH AND TREES IN CONFLICT WITH CONSTRUCTION 2.01 BRUSH Brush is defined as any bush or tree other than oak trees, pecan trees, mesquite trees or Hackberry trees. The Contractor shall remove brush as is necessary for him to install the water line. Any brush removed shall be loaded, hauled and legally disposed of by the Contractor. 2.02 TREES Unless specifically identified on the drawings that they may be removed, trees shall be protected. Any trimming of trees is subject to the approval of the City and the Engineer. Whenever practical, the Contractor shall bore or tunnel under trees in yards and parking areas or when near the line of trench. 2.03 DISPOSAL Any brush, trees or any similar material removed shall be loaded, hauled and legally disposed of by the Contractor. 3.0 RESTORATION 3.01 STREETS, DRIVEWAYS, SIDEWALKS AND GUTTERS When the proposed water lines cross City streets, driveways, parking lot, sidewalks, curb and gutters and valley gutters that intersect the water line the Contractor shall restore the pavement and concrete to existing condition and follow any specific requirements set out on the drawings, specifications, City Standard Specification 025205 Pavement Repair, Curb and Gutter, Sidewalk and Driveway Replacement. 02203 - Utility Easement R. O. W Clearing and Restoration Page 1 of 2 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 3.02 BRUSH AND TREED AREAS All disturbed areas shall have topsoil stripped to a depth of 12" from the existing grade and topsoil shall be stored. Once backfill is complete in accordance with the plans and specifications, the disturbed area shall be cleared of debris, disked and raked to their original grade and seeded (See City Standard Specification 028020 - Seeding for type and application rate of seed) . 3.03 GRASSED YARDS All disturbed areas shall have the topsoil stripped to a depth of 12" from the existing grade and topsoil shall be stored. After backfill is complete in accordance with the plans and specifications, the entire construction area shall be cleared of debris, disked and raked to original grade. The stockpiled topsoil shall be placed over the excavated area and block sodded (See City Standard Specification 028040 - Sodding for details on sodding) . 3.04 CULTIVATED FIELDS All excavated areas shall have the top soil stripped up to a depth of 18" from existing grade and the topsoil shall then be stored. After backfill is complete in accordance with plans and technical specifications, the stockpiled topsoil shall be placed over the excavated area. The entire construction area (permanent & temporary) shall then be disked and raked. 3.05 SANDY AREAS After backfill is complete in accordance with plans and technical specifications, the excavated area shall be returned to pre- construction condition and contour. 3.06 FENCES All fences (chain-link, and wooden) affected by the construction of the water mains shall be relocated and maintained by the Contractor during construction. Once construction is complete the fences shall be re-installed in their original location to pre-construction conditions or new condition as necessary 02203 - Utility Easement R. O. W Clearing and Restoration Page 2 of 2 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 02341 - GUIDED BORING AND CASING (Pilot Tube Method) 1.0 GENERAL REQUIREMENTS The pilot tube auger boring method (PTAB) is a multi-stage process of accurately installing a utility and casing pipe by guided pilot tube, followed by progressive upsizing of the pilot hole. The work is typically performed using traditional auger boring equipment to advance the pilot tube, casing and product pipe. The location of the pilot tube is controlled through the use of a theodolite guidance system and video monitoring of an illuminated target. 1 .01 SCOPE This specification shall govern for all work necessary to carry out the PTAB and casing of roads and railroads required to complete the project. This includes, furnishing and installing water line and casing pipe by guided auger boring (pilot tube method) including lay out, joining the pipe, boring the pilot hole, augering to upsize the hole, pushing the casing into place, furnishing/installing the carrier pipe, casings spacers, joint restraint and other associated activities required to complete the auger boring work. Acceptable alternative trenchless methods include slurry micro-tunneling. The Contractor shall not utilize any other trenchless method without written authorization from the Engineer. 1.02 SPECIFICATION TYPE This specification is a performance specification as defined in Article TS-1 of the Technical Special Provisions. 1.03 PERMITS AND NOTIFICATIONS The Contractor shall be responsible for obtaining all permits and giving sufficient notification prior to construction to the agency or the railroad whose right-of-way is being crossed. In no case will notifications be given less than 48 hours prior to construction. 1.04 REFERENCE o Technical Specification 05020 Welding (Steel Casing Pipe) o ASCE MOP 133 Pilot Tube and other Guided Boring Methods o Geotechnical Report in Appendix 1 2.0 SUBMITTALS A. Conform to requirements of Section 00 72 00 Article 24 Document Management, and Section 01 33 01 Submittal Register and Supplementary Conditions Article 25 Shop Drawings. B. All engineering and structural designs shall be signed and sealed by a Professional Engineer licensed in the State of Texas. C. Contractor shall submit the Welding Procedure Specification (WPS) for shop fabrication and field welding of the casing pipe. D. Contractor shall submit the welder certifications for the shop and field welders. 02341 Guided Boring and Casing (Pilot Tube Method) Page 1 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 E. Submit list of (5) recent projects to show that contractor has successfully completed project of the same size or larger. F. Quality Control Plan. G. `As-Built' drawings of the final horizontal and vertical alignment within 30-days following completion of pipe installation operations. H. Work Plan including the following minimum information: a. Identify key personnel (including subcontractors) , their roles and qualifications including: i) Project manager, site superintendent and foreman ii) Auger boring machine operator iii) Locating and pilot tube guidance equipment operator iv) Pipe handling, welding, installation support V) Qualifications of welding technician (must have certification and experience welding all types and sizes of pipe proposed on this project) . b. 24-hour contact information for the project foreman and a `back-up' person to contact in the event of an emergency during pipe installation operations. c. Manufacturer and type of major equipment items (pilot tube/auger boring machine, pumps, cranes, trucks, etc. ) and their capacities. d. Proposed method(s) to locate the pilot tube assembly during drilling including: i) Type and manufacturer of proposed locating equipment (guidance system) ii) The degree of accuracy expected from the combination of methods and equipment proposed (including results of previous projects using similar methods and equipment) iii) Description of surveying methods to set guidance system positions and a description of procedures to check and reset or realign guidance system during construction to ensure that thrust block, entry seal, and jacking frame are installed on proper line and grade. Submit results of line and grade survey. iv) e. Any additional written agreements with property owners for activities to be conducted on private property. f. Identify significant coordination items and precautions proposed including: i) Provide written confirmation that the proposed alignment provides the clearance parallel to and below the utilities crossed as required by governing regulations, 02341 Guided Boring and Casing (Pilot Tube Method) Page 2 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 ii) Between driller and general contractor, iii) With the Owner, iv) With Private Property Owners, V) With Private Utilities. g. Proposed schedule and sequence of major operations including: i) Making additional geotechnical borings, if desired. ii) Pipe order, delivery, lay-out on the job site, iii) Welding pipe, inspection, and lab testing of welds, iv) Pre-disinfection of the product pipe, V) Site work at entry and exit work areas, vi) Installation of the pilot tube vii) Upsizing the hole, viii) Casing Pipe installation ix) Carrier Pipe installation X) Clean-up, xi) Installation of isolation valves and hydrostatic testing, xii) Disinfection of the water main, xiii) Number and duration of shifts planned to be worked each day. h. Schematic layout of work areas (entry and exit) including: i) locations drilling equipment, ii) location of entry and exit points and drive shafts iii) sizes and locations of proposed drive shafts to handle equipment i. Proposed source of water and expected quantity of water required for operations, j . Provide calculations demonstrating that the casing pipe installed by PTAB can withstand the long-term external soil, hydrostatic, buckling and live load conditions based on the geotechnical report and project documents. Provide jacking load calculations demonstrating the anticipated jacking force for each drive provides a safety factor of 2.0 or greater, and the safe jacking force. Calculations and all assumptions shall be sealed by a Professional Engineer licensed in the State of Texas. k. Properties of jacking lubricants proposed to be used, including their MSDS sheets. 1. Proposed method(s) to avoid, control/contain, clean-up and 02341 Guided Boring and Casing (Pilot Tube Method) Page 3 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 dispose drilling fluids, cuttings and other wastes M. Support of Excavation Submittal. Launching and receiving pits required for the Contractors' operations shall be constructed along the pipe alignments in accordance with the Drawings. Pit ground support and groundwater control systems, including shoring and bracing shall selected, designed, and stamped by the Contractor' s Professional Engineer registered in the State of Texas in accordance with standard industry practices. Contractor' s design shall be submitted in accordance with the following provisions: i) Launching and receiving pits for PTAB shall be suitably sized for PTAB operations, the Contractor' s selected pipe length, and shall be capable of withstanding all temporary loads associated with jacking the pipe and for groundwater control (as applicable) without excess ground movement, in addition to laterally supporting the surrounding ground and providing a stable bottom of the pit suitable for working conditions. A pit bottom-slab may be constructed at the Contractor' s discretion. ii) All adjacent equipment and spoils surcharge loads shall be considered in pit support design. Pit support design shall be sufficiently rigid as to limit movements of structures within 10 feet of the edge of the excavation to less than 1/4- inch. iii) Bracing and shoring structural members shall be installed at the locations and in the sequence and tolerances defined on approved submitted construction drawings as the excavation progresses. Modifications to bracing and shoring shall be evaluated, enumerated and approved by Contractor' s Professional Engineer in advance, and submitted to the Engineer. iv) The pits, including bottom subgrade stabilization, shall be designed and constructed to an acceptable factor of safety against yield or instability as determined by Contractor' s Professional Engineer, and shall withstand full potential hydrostatic head due to groundwater control malfunctioning, without failure. V) The minimum groundwater head for design shall be as represented in the geotechnical report. vi) Provide a detailed design of the PTAB entry through the soil support system indicating the ability to prevent water and soil from entering the excavation through the entry or exit portal. vii) Pit design shall consider special framing, bracing or shoring required around PTAB or pipe "eyes" or other penetrations. viii) Any voids or seepage paths around pits and adjoining pipe sections shall be immediately sealed upon detection. Method of sealing shall be described in submittal ix) The pit design shall incorporate thrust blocks or suitable reaction structures needed for jacking equipment, as required for jacking associated with PTAB operations. There shall be no utilities located within 10 feet of the back of the thrust block at any elevation. X) The Contractor shall have sole responsibility for sizing the pits. Make size adequate for construction of any permanent structures indicated on the Drawings and to provide adequate room to meet the Contractor' s operational requirements for PTAB construction and for backfill. xi) If pits are located close to storm drainage channels, ditches, water mains, storm water or sanitary sewers or 02341 Guided Boring and Casing (Pilot Tube Method) Page 4 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 culverts, care must be taken to avoid washout or flooding of pits. n. Unless pit is designed to be watertight, Contractor to provide a dewatering plan for each pit. Include discharge location, discharge permit, anticipated pit dewatering rate and associated ground water drawdown curve. Provide dewatering induced settlement curve as well. Dewatering methods shall not adversely impact performance of tunneling equipment or process. o. Ground Movement Monitoring Plan p. Void Detection Plan 3.0 QUALITY CONTROL A. Work specified herein shall be performed by trained workers having a minimum of 5 years of experience with boring equipment and have successfully completed comparable boring installations of the length, geographic location, geologic conditions and diameters of pipe proposed in this project. B. Comparable installations: Boring completed in an area with geologic conditions similar to those at the site. C. Determination of `successful completion' and `comparable installations' will be at the sole discretion of the Owner. 4.0 MATERIALS 4.01 CASING Casing installed by PTAB shall be specifically designed for jacking, round, smooth steel with a minimum length of 10 feet. Pipe joints shall be square and smooth so that loads are evenly distributed. All casing pipes shall be welded with full circumferential welds. The Smooth steel shall have the following typical minimum wall thickness (unless otherwise specified) : Wall Thickness (in) Wall Thickness (in) Outside Diameter Under Highway Under Railroad 12-3/4" 0.2500 0.2500 14" 0.3125 0.3125 16" 0.3125 0.3125 18" 0.3125 0.3125 20" 0.3750 0.3750 24" 0.3750 0.3750 30" 0.5000 0.5000 36" 0.5625 0.5625 42" 0.5625 0.5625 48" 0.5625 0.5625 54" 0.6250 0.6250 60" 0.6880 0.6880 66" 0.7500 0.7500 72" 0.8750 0.8750 84" 0.8750 0.8750 The thickness of the smooth steel pipe shall be able to withstand a Live Loading of E-80 for the railroad crossings at the depth of cover shown on the plans and a live load of HS-20 at highway and utility crossings at the depth of cover shown on the plans. The 02341 Guided Boring and Casing (Pilot Tube Method) Page 5 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 pipe shall also withstand the long-term external soil, hydrostatic, buckling and any construction loadings. Used pipe in good condition is acceptable however, the pipe used shall be subject to approval by the Engineer. 4.02 GROUT Grout shall be a sand-cement mixture having the following: A. Sand: Sand shall be clean, sharp and suitable for masonry mortar and shall meet the requirements as specified for concrete sand, screened so as to exclude any materials larger than those passing a No. 10 screen. B. Cement: Cement shall be Type I - Portland Cement 4 .03 CASING SPACERS Spacers shall be boltless, all metallic GPT Ranger II as manufactured by GPT of Houston Texas or approved equal. Casing spacers shall have segmented band and runners molded as one piece, manufactured from UV resistant polypropylene, impact strength of 1.5-ft. lbs./inch, dielectric strength of 800 volts/mil, compressive strength of 3000 psi/sq. cm, and a temperature range of -22 Deg °F to 212 Deg °F. Spacers shall be placed at a maximum of 6-foot intervals and no less than 3 spacers per joint. Clearance between casing pipe and carrier pipe shall be a minimum of 4 inches. 4.04 CASING SEAL The ends of the casing shall be sealed with a 1/8-inch-thick synthetic rubber seal system, Advance Products System Inc. Model AZ- Zipper, PSI Model C end seal or approved equal. The seal shall be watertight. 5.0 CONSTRUCTION METHODS 5.01 GENERAL Pilot Tube Guided Auger Boring shall not be allowed to begin until the following tasks have been completed: A. All required submittals have been provided, reviewed, and approved. B. Surface monitoring points have been installed and surveyed in accordance with the Ground Movement Monitoring Plan. C. Launching and receiving pit excavations and support systems have been completed in accordance with approved submittals. Locations and elevations of pits shall have been surveyed to confirm that Work can be completed in accordance with alignment and grade shown on Drawings. 02341 Guided Boring and Casing (Pilot Tube Method) Page 6 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 D. The location, orientation and grade of the jacking frame or guide rails and entry/exit seals have been surveyed to ensure they are on the proper line and grade and to verify that they are properly supported. Special care shall be taken when setting the guide rails or jacking frame in the launching pit to ensure stability and accuracy of the alignment and grade. Guide rails or jacking frame shall be securely attached to the concrete working slab (as applicable) , with supplementary concrete or grout if necessary, to prevent movement or shifting during the Work. E. A startup inspection of all mechanical and hydraulic systems associated with the PTAB operations has been completed. The system shall be tested on the surface to ensure that the pilot tube auger boring machine and supporting equipment is functioning properly. The Engineer will be notified at least 72 hours prior to the startup inspection and a site inspector representing the Owner will be present during the startup inspection. Key machine performance data will be measured and recorded by the Contractor during this inspection, including pilot tube rotational torque, functionality of main jacks, laser and target, and other components. The records of the startup inspection will be submitted to the Engineer within 24 hours of the completed inspection. F. The location of all utilities located which cross the PTAB bore paths, or which pass within 25 feet of the bore paths, is verified by vacuum excavation, or other non-destructive means. Location of utilities shall be provided to Engineer. Sections of casing shall be installed under existing roads, streets, highways or railroads by means of PTAB methods. Where casing pipe is required to be installed under railroad embankments or under highways, streets, or other facilities by PTAB methods, construction shall be made in a manner that will not interfere with the operation of the railroad, highway, or other facility, and will not weaken or damage any embankment or structure. Pilot tube guided auger boring (PTAB) shall be performed in a manner required to install jacked casing pipes as indicated on the Drawings without damage to the pipe by the excavating equipment. Contractor shall be responsible for type of PTAB equipment, pilot tube rods, cutterheads, and other pertinent equipment and operations required for complete installations. Contractor shall be responsible for mobilizing on-site with a full range of drill stems and cutting and reaming heads to allow for the anticipated subsurface conditions, based on the test boring logs. Pilot tubes shall be of proper size and diameter to allow for full thrust and torque capabilities of the drilling machine. Contractor shall employ a water auger to control the saturated soils and groundwater during boring where applicable. If used, Contractor shall be responsible for providing and mixing the required drill fluids/lubricants to suit the soil materials to be encountered. Drill lubricants shall be utilized and mixed in full accordance with the drilling fluid manufacturer' s printed instructions. 02341 Guided Boring and Casing (Pilot Tube Method) Page 7 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Contractor shall be responsible for collecting and disposal of cuttings, as applicable. Materials shall be collected, transported and disposed of at an approved location or facility. All fees and costs related to the collection, transport and disposal of fluids and cuttings and any related permit costs shall be the Contractor' s responsibility. The installation of pilot tube rods for the alignment of pipe prior to its installation by boring will be a requirement to maintain both horizontal and vertical alignment. The installation of pilot tube rods will be considered as incidental work and the cost thereof shall be included in such contract pay items as are provided in the proposal and contract. The contractor shall take the proper precautions to avoid excavating earth beyond the limits of excavation needed to install the casing. All damages by excavating, either to surface or subsurface structures, shall be repaired or replaced by the contractor at his own cost and expense. The removal of any obstruction that may be found to conflict with the placing of this pipe will not be measured for payment or paid for as a separate contract pay item. The removal of any such obstruction will be included in such contract pay items as are provided in the proposal and contract. 5.02 PILOT TUBE INSTALLATION Use survey benchmarks to furnish and maintain all reference lines and grades for pilot tube auger boring. The Contractor shall use these lines and grades to establish the exact location of the pilot tube and casing pipe using a guidance system including a digital theodolite electronic camera, an L.E.D. illuminated target, and a control monitor. The Contractor is fully responsible for the accuracy of the Work and the correction of it, as required. The casing pipe shall be installed to line and grade in accordance with the drawings. The guidance system shall be mounted independently from the thrust block and jacking frame to maintain alignment if there is movement of equipment during jacking. Stop pilot tube auger boring operations and reset guidance system if its alignment shifts or is moved off design alignment and grade for any reason. Check guidance system setup at least once per shift. Guidance system should only be reset by experienced, competent surveying personnel in accordance with approved procedures outlined in the Submittals. A pilot tube will be installed on the target line, on grade to meet the specified tolerances. As the pilot tube is installed the soil will be displaced using a slant face steering head. The alignment of the pilot head itself is maintained by rotating it during installation. The pilot tube shall incorporate a hollow stem to provide an optical path for the camera to view the LED target. This 02341 Guided Boring and Casing (Pilot Tube Method) Page 8 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 target will be located on the back of the steering head and will display the position and orientation. When the steering head reaches the receiving shaft the guidance equipment (theodolite, video camera, monitoring system) are typically removed from the drive shaft. This pilot hole will be the centerline for the rest of the boring and installation process. Monitor line and grade continuously during pilot tube guided auger boring operations. Record deviation with respect to design line and grade at least once per foot and submit records to Engineer as requested. Control line and grade of the jacking pipe to within +/- 1 inch of the bore centerline, as shown on the Drawings. If the installation does not meet the specified tolerance, the Contractor shall correct the installation including any necessary redesign of the pipeline or structures and acquisition of necessary easements. All corrective Work shall be performed by the Contractor at no additional cost to the Owner and without schedule extension and is subject to the written approval of the Engineer. During PTAB operations, monitor and report ground movement in accordance with approved Ground Movement Monitoring Plan. 5.03 BORING The hole shall be bored mechanically with a suitable boring assembly designed to produce a smooth, straight shaft and so operated that the completed shaft will be at the established line and grade. The size of the bored hole shall be of such diameter to provide ample clearance for bells or other joints. Voids outside the pipe shall be grouted with non-shrinking grout and will be considered subsidiary work. If the grade of the pipe at the boring end is below the ground surface, suitable drive shafts shall be excavated for the purpose of conducting the boring operations and for placing end joints of the pipe. This excavation shall not be carried to greater depth than is required for placing the carrier pipe and no nearer the roadbed than the minimum distance shown on the plans. At the other end of the pipe, a receiving shaft shall be excavated accurately to grade. All open trenches and shafts shall be braced and shored in such a manner as will adequately prevent caving or sliding of the walls into the open trench or pit. As the boring proceeds, the embankment material shall be excavated slightly in advance of the pipe in such a manner to avoid making the excavation larger than the outside diameter of the pipe, with the excavated material being removed. The excavation for the underside of the pipe, for at least one third of the circumference of the pipe, shall conform to the contour and grade of the pipe. The excavation for the top half of the pipe shall conform closely to the outside diameter of the pipe and a clearance greater than 2 inches will not be permitted. All voids between the pipe and the earth 02341 Guided Boring and Casing (Pilot Tube Method) Page 9 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 shall be filled with non-shrinking grout. The grouting shall follow immediately upon completion of the boring operation. All carrier pipes installed by boring shall be supported as required by the plans. The distance that the excavation shall extend beyond the end of the pipe depends on the character of the materials, but it shall not exceed 2 feet in any case. The pipe, preferably, shall be bored from the low or downstream end. Lateral or vertical variation in the final position of the pipe from the line grade established by the engineer will be permitted only to the extent of 1 inch per 10 feet, maximum of 6 inches, provided that such variation shall be regular and only in one direction and that the final grade of flow line shall be in the direction indicated on the plans. When boring of pipe is once begun, the operation shall be carried on without interruption, insofar as practicable; to prevent the pipe from becoming firmly set in the in-situ soil. Any pipe damaged in boring operations shall be repaired or removed and replaced by the Contractor at his entire expense. The shafts excavated to facilitate boring operation shall be filled immediately after the boring of the pipe has been completed. The shafts shall then be backfilled in accordance with City Standard Specification 022022 Excavation and Backfill for Utilities. 5.04 JOINTS a. Casing Pipe All welding shall be performed by qualified welders with current welding certificates and shall follow the requirements of Specification Section 05020. Welds shall be full penetration butt welded joints for the entire circumference and entire longitudinal or spiral seam. All welding shall be done with F3 and F4 Class electrodes and will be both visually and magnetic or dye-penetrant inspected. b. Carrier Pipe All carrier pipe installed in the bored casing segments shall be mechanically restrained using mega lug joint restraining fitting at fittings and bell harnesses at bell and spigot connections or welded, as required. 5.05 TRAFFIC All working operations of the Contractor must be subordinate to the free and unobstructed use of the right-of-way for the passage of traffic without delay or danger of life, equipment or property. The Contractor shall conduct his operations in a manner such that all work between drive and receiving shafts will be performed below street level and without obstructions on the streets. The Contractor shall follow the traffic control plan which has been prepared for this project. 02341 Guided Boring and Casing (Pilot Tube Method) Page 10 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 5.06 BARRICADES AND WARNING SIGNS During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, as directed by the engineer, until such time as the backfill has been completed and then shall be removed from the site. See also Traffic Control Plan, General Conditions and permit requirements of the agency involved. 5.07 GROUTING 2" diameter grout plugs shall be provided in casings 36" and larger at a minimum spacing of 10' center to center located at top center of the tunnel. After installation, the entire length of tunnel shall be pressure grouted using a sand-cement grout to fill any void between the casing and natural ground. All grouting shall be done under pressure by the use of direct acting pressure pumps capable of placing grout at the pressure necessary to completely fill all voids. The pumps should operate in a manner so that the grout will be delivered uniformly and steadily. Grouting will be considered complete when no more grout of the required mix and consistency can be forced in under pressure. Regrouting of holes may be required if considered necessary by the Engineer. No grouting shall be allowed without written authorization by the Engineer. Under no circumstances shall grout be placed between the casing and the carrier pipe. 02341 Guided Boring and Casing (Pilot Tube Method) Page 11 of 11 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 02342 - OPEN CUTTING AND CASING R1 1.0 GENERAL REQUIREMENTS 1.01 SCOPE This specification shall govern for all work necessary to complete the casing installation under streets and roads by open cutting. This includes, installing the casing pipe by open cut, including lay out, joining/welding the pipe, installing the carrier pipe inside the casing and other associated activities required to complete the project. 1.02 SPECIFICATION TYPE This specification is a performance specification as defined in Article TS-1 of the Technical Special Provisions. 1.03 PERMITS AND NOTIFICATION The Contractor shall be responsible for obtaining all permits and giving sufficient notification prior to construction to the agency whose right-of-way is being crossed. In no case will notifications be given less than 48 hours prior to construction. 1.04 REFERENCE Refer to Technical Specification 05020 Welding (Steel Casing Pipe) . 2.0 SUBMITTALS A. Conform to requirements of Section 00 72 00 Article 24 Document Management, and Section 01 33 01 Submittal Register and Supplementary Conditions Article 25 Shop Drawings. B. Contractor shall submit the Welding Procedure Specification (WPS) for shop fabrication and field welding of the casing pipe. C. Contractor shall submit the welder certifications for the shop and field welders. 3.0 MATERIALS 3.01 CASING Casing installed by open cutting shall be smooth steel or tunnel liner plates. Casing pipe shall be furnished in minimum lengths of 10 feet. A. Smooth steel shall have the following minimum wall thickness: Wall Thickness (in) Wall Thickness (in) Outside Diameter Under Roadway Under Railroad 12-3/4" & Under 0.2500 0.2500 14" 0.3125 0.3125 16" 0.3125 0.3125 18" 0.3125 0.3125 20" 0.3750 0.3750 24" 0.3750 0.3750 02342 - Open Cutting & Casing—R1 Page 1 of 4 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 30" 0.5000 0.5000 36" 0.5625 0.5625 42" 0.5625 0.5625 48" 0.5625 0.5625 54" 0.6250 0.6250 60" 0.6880 0.6880 66" 0.7500 0.7500 72" 0.8750 0.8750 84" 0.8750 0.8750 The thickness of the smooth steel pipe shall be able to withstand a Live Loading of E-80 for the railroad crossings at the depth of cover shown on the plans and a live load of HS-20 at road, street, highway and utility crossings at the depth of cover shown on the plans. Used pipe in good condition is acceptable, however the pipe used shall be subject to approval by the Engineer. B. Steel tunnel liner plates shall be corrugated sections as manufactured by Contech Construction Products or Commercial Pantex Sika. Liner plates shall have sectional properties conforming to Section 16.5 of AASHTO "Standard Specifications for Highway Bridges" or to Chapter 1, Section 4.16.5, Table 4.16.1, of AREA "Manual for Railway Engineering". The liner plates shall be designed so that erection and assembly can be accomplished entirely from inside the tunnel. Liner plates shall be capable for withstanding the ring thrust load and transmitting this load from plate to plate. All liner plates shall be hot-dip galvanized in conformity with ASTM A123 for 2.50 ounce coating after the plates are formed or shaped. Bolts and nuts shall be hot-dip galvanized in conformity with ASTM A153. All liner plates shall meet the following minimal criteria: Tensile strength > 42, 000 psi Yield strength > 28, 000 psi Modulus of elasticity > 29, 000, 000 psi Note that casing diameter provided using liner plate shall be sufficient to install carrier pipe strapped with casing spacers and using a bottom grout pad. This may vary from the casing size shown on the plans. The following minimum wall thicknesses shall be used: Wall Thickness (in) Under Roadway Wall Thickness (in) Outside Diameter Or Utility Crossing Under Railroad 54" 0.1046 0.1046 60" 0.1046 0.1046 72" 0.1046 0.1046 84" 0.1046 0.1046 02342 - Open Cutting & Casing—R1 Page 2 of 4 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 The thicknesses shown in the table are for 2-Flange liner plating. 4-Flange liner plating shall be thicker and provide an equivalent system to the 2-flange liner plating system. The manufacturer shall provide structural calculations for buckling, seam strength and stiffness of each liner plating system installed for both 2-Flange and 4-Flange liner plates. The following minimum wall thickness shall be used for 4-flange liner plating: Wall Thickness (in) Under Roadway Wall Thickness (in) Outside Diameter Or Utility Crossing Under Railroad 72" 0.1793 (7 gauge) 0.2092 (5 gauge) 84" 0.1644 (8 gauge) 3.02 CASING SPACERS Spacers shall be boltless, all metallic GPT Ranger II as manufactured by GPT of Houston Texas or approved equal. Casing spacers shall have segmented band and runners molded as one piece, manufactured from UV resistant polypropylene, impact strength of 1.5-ft. lbs/inch, dielectric strength of 800 volts/mil, compressive strength of 3000 psi/sq. cm, and a temperature range of -22 Deg°F to 212 Deg °F. Spacers shall be placed at a maximum of 6-foot intervals and no less than 3 spacers per joint. Clearance between casing pipe and carrier pipe shall be a minimum of 4 inches. 3.03 CASING SEAL The ends of the casing shall be sealed with a 1/8 inch thick synthetic rubber seal system, Advance Products System Inc. Model AZ- Zipper, PSI Model C end seal or approved equal. The seal shall be watertight. 4.0 CONSTRUCTION METHODS 4.01 GENERAL Sections of casing shall be installed under existing roads, streets, or highways by means of open cutting. The contractor shall take the proper precautions to avoid excavating earth beyond the limits of excavation needed to install the casing. All damages by excavating, either to surface or subsurface structures, shall be repaired or replaced by the contractor at his own cost and expense. The removal of any obstruction that may be found to conflict with the placing of this pipe will not be measured for payment or paid for as a separate contract pay item. The removal of any such obstruction will be included in such contract pay items as are provided in the proposal and contract. 02342 - Open Cutting & Casing—R1 Page 3 of 4 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 The contractor shall dispose of all surplus materials at his own cost and expense at site approved by the engineer. 4.02 Joints a. Casing Pipe All welding shall be performed by qualified welders with current welding certificates and shall follow the requirements of Specification Section 05020. Welds shall be full penetration butt welded joints for the entire circumference and entire longitudinal or spiral seam. All welding shall be done with F3 and F4 Class electrodes and will be both visually and magnetic or dye-penetrant inspected. b. Carrier Pipe All carrier pipe installed in the casing segments shall be mechanically restrained using mega lug joint restraining fitting at fittings and bell harnesses at bell and spigot connections, or welded as required. 4.03 TRAFFIC All working operations of the Contractor must be subordinate to the free and unobstructed use of the right-of-way for the passage of traffic without delay or danger of life, equipment or property. Leave 1/2 of the road, street, or highway open to traffic at all times or construct adequate all weather detour and maintain until crossing has been completed. 4.04 BARRICADES AND WARNING SIGNS During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, as directed by the engineer, until such time as the backfill has been completed and then shall be removed from the site. See also Traffic Control Plan, General Conditions and permit requirements of the agency involved. 4.05 EXCAVATION Excavate ditch as shown on plans, remove all excess material from right-of-way and finish flush with existing ground, see also Standard Specification 022020 Excavation and Backfill for Utilities. 4.06 BACKFILL Backfill with specified material and tamp to thoroughly compact backfill material see also Standard Specification 022020 Excavation and Backfill for Utilities. 02342 - Open Cutting & Casing—R1 Page 4 of 4 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 02620 - STORM WATER POLLUTION PREVENTION 1.0 GENERAL REQUIREMENTS 1.01 Scope: This specification shall govern for all work under the contract related to storm water pollution prevention. This specification is a performance specification as defined in Article TS-1 of the Technical Special Provisions. 2.0 REQUIREMENTS 2 .01 General: The intent of storm water management is to improve water quality by reducing the pollutants in storm water discharges from the site. Storm water means storm water runoff, surface runoff and drainage from the construction site. The Texas Commission on Environmental Quality (TCEQ) requires that construction activity including clearing, grading, and excavation that results in disturbance equal to or greater than one (1) acre and less than five (5) acres to meet the requirements of Texas Pollutant Discharge Elimination System (TPDES) General Permit TXR 150000. The TPDES General Permit requirements include; development of a Storm Water Pollution Prevention Plan (SWP3) , provision of a completed construction site notice, posting of a the completed copy of the construction site notice at the site, and provision of a signed copy of the construction site notice to the operator of any municipal separate storm sewer system. The Contractor must implement the Best Management Practices (BMP) for the construction activities as outlined in the Storm Water Pollution Prevention Plan (SWP3) . Any person who violates the TPDES General Permit may be subject to fines and/or imprisonment. Attached to and a part of this specification are the following items: a. Storm Water Pollution Prevention Plan (SWP3) b. Construction Site Notice 2.02 Storm Water Pollution Prevention Plan (SWP3) : a. General: A SWP3 has been prepared for this project and is included with this specification. The SWP3 identifies potential sources of pollution that may be expected to affect the quality of storm water discharges from the construction site and includes a site description, erosion and sediment controls, storm water management, other controls, maintenance procedures and inspection procedures to ensure compliance with the terms and conditions of the TPDES General Permit TXR 150000. The Contractor shall sign the Construction Site Notice, and retain a copy of it and the SWP3 on-site and implement, maintain and inspect the control techniques required by the SWP3. b. Inspection and Maintenance: Inspection and maintenance is required for all areas disturbed by construction activity and for all erosion and sediment controls that are used. Inspection shall be performed at least once a 02620 - Storm Water Pollution Prevention Page 1 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 week, and within 24 hours of a storm event of 0.5 inches or greater for as long as a portion of the site is disturbed. The Contractor should select one individual who will be responsible for the inspection and maintenance of the system. The inspector will look at the control measures and determine if they are performing correctly and effectively. A report form is provided in the SWP3 for the inspector to use. Additional information and requirements are detailed in Section 3. 05 - Maintenance /Inspection Procedures of the SWP3. c. Certifications: An Owner and Contractors Certification page is provided in the SWP3. The Contractor must identify and fill in any Sub- Contractors that are involved in implementation of the SWP3. All Contractors or Sub-Contractors identified must sign and date a copy of the certification statement. A copy of the certification statement can be found at the end of this section d. Storm Water Pollution Prevention Plan: The SWP3, including the Construction Site Notice, are included on the following pages. After award of the project and execution of the Construction Site Notice, copies of these documents will be bound together in the executed contract documents. Two copies of the contract documents that contain the SWP3 will be provided to the Contractor and one copy must be kept at the site of the construction activities at all times. 2.03 Construction Site Notice: A "Construction Site Notice for the TCEQ Storm Water Program TPDES General Permit TXR 150000" must be completed and retained on-site by the operator of the construction site. The operator is defined as follows: a) The person or persons that have operational control over the construction plans and specifications to the extent necessary to meet the requirements and conditions of this general permit (i.e. the Owner) ; or b) The person or persons that have day-to-day operational control of those activities at the construction site necessary to ensure compliance with the storm water pollution prevention plan for the site or other permit conditions, (i.e. the Contractor) . The Contractor will be required to complete and sign the Construction Site Notice after the project has been awarded and prior to beginning any construction activity. For signatory requirements refer to 30 TAC 305.44. A copy of the Owner' s and Contractor' s Construction Site Notice must be retained on-site at all times. If at any time the Contractor is changed then a new Construction Site Notice must be posted prior to when the new Contractor commences work at the site. The construction activities are authorized under the TPDES General Permit upon compliance with the conditions of Part II D.2 of the TPDES General Permit. A copy of the Construction Site Notice is included with this specification. 02620 - Storm Water Pollution Prevention Page 2 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 3.0 STORM WATER POLLUTION PREVENTION PLAN 3.01 Project Description: a. General: The project consists of construction of 7, 645 LF of water, main by open trench, and auger boring. The installation will disturb a strip 20 feet wide for the length of the line (or approximately 3.1 acres) . b. Project Location: The utilities will be installed within the right-of-way of Port Avenue in the City of Corpus Christi. The project begins at: Latitude . . . . . . . . . . . . . . . . . . . . . . . . . . . . 270 45' 10.41" N Longitude . . . . . . . . . . . . . . . . . . . . . . . . . . . 970 25' 12.00" W The project ends at: Latitude . . . . . . . . . . . . . . . . . . . . . . . . . . . . 270 46' 25.03" N Longitude . . . . . . . . . . . . . . . . . . . . . . . . . . . 970 25' 13.01" W c. Owner: City of Corpus Christi d. Construction Contractor: e. Name of Receiving Waters: Corpus Christi Bay. f. Site Map: The Pollution Prevention Details, can be found on Sheet 20 of 66. 3.02 Best Management Practices (BMP) : a. Erosion Controls: The existing vegetation must be preserved to the greatest extent possible. The areas disturbed by construction will be seeded to provide stabilization and prevent erosion. The stabilization measures shall be implemented as soon as practicable in portions of the site where construction activities have ceased. Stabilization practices must be implemented no later than 14 days after the construction activities in any portion of the site have ceased. The above timing for stabilization practices does not apply to the following; areas where construction activity will resume in the area within 21 days, or in arid, semi arid or drought stricken areas. In these areas the stabilization measures will take place as soon as practicable. Other erosion control measures which may be implemented include: • Temporary Vegetation • Blankets/Matting • Mulch • Sod • Interceptor Swale • Diversion Dike • Erosion Control Compost • Mulch Filter Berms and Socks 02620 - Storm Water Pollution Prevention Page 3 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 • Compost Filter Berms and Socks b. Sedimentation Controls: Sedimentation controls will be implemented to retain sediment onsite and minimize offsite transport to the extent practicable. Silt fence will be installed on the slopes to prevent sediment from entering the Laguna Madre during construction. Sediment must be removed no later than the time that the capacity of the control is reduced by 500. If sediment escapes from the site the accumulations must be removed at a frequency so as to minimize further negative effects and whenever feasible prior to the next rain. Other sedimentation controls which may also be used include: • Sand Bag Berm • Rock Berm • Brush Berms • Mulch Filter Berms and Socks • Compost Filter Berms and Socks • Silt Fence • Hay Bale Dike • Triangular Filter Dike • Stone Outlet Sediment Traps • Sediment Basins • Erosion Control Compost c. Post-Construction TSS Control: A sod filter strip will be placed along the toe of slope of the disturbed areas in the vicinity of the Laguna Madre to reduce the total suspended solids load in the storm water runoff. Other post- construction TSS control measures which may be implemented include: • Retention/Irrigation • Constructed Wetlands • Extended Detention Basin • Wet Basins • Vegetative Filter Strips • Vegetation Lined Drainage Ditches • Grassy Swales • Sand Filter Systems • Erosion Control Compost • Mulch Filter Berms and Socks 02620 - Storm Water Pollution Prevention Page 4 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 • Compost Filter Berms and Socks 3.03 Other Controls: a. Waste Disposal: (1) Waste Materials: All waste materials will be collected and stored in a securely lidded metal Dumpster rented from a reputable disposal company licensed for solid waste disposal. The Dumpster will meet all local, State and Federal solid waste management regulations. All trash and construction debris from the site will be disposed in the Dumpster. The Dumpster will be emptied as necessary and the trash hauled to a permitted waste disposal site. No construction waste materials will be buried on site. All personnel will be instructed regarding the correct procedure for waste disposal. The Pollution Prevention Plan will be posted in the office trailer and the Construction Superintendent will be responsible for seeing that these procedures are followed. (2) Hazardous Waste: All hazardous waste materials will be disposed of in the manner as required by City, State or Federal regulations or by the materials manufacturer. All personnel will be instructed regarding the correct procedure for handling hazardous waste and the Construction Superintendent will be responsible for seeing that these procedures are followed. (3) Sanitary Waste: All sanitary waste will be collected from portable units as necessary and/or required by governing regulations. Collection will be by a licensed or permitted Disposal Company and the waste properly disposed of. b. Offsite Vehicle Tracking: Stabilized construction entrances will be provided to help reduce vehicle tracking of sediments. The paved street adjacent to the site entrance will be swept daily to remove any excess mud, dirt or rock tracked from the site. c. Sprinkling for Dust Control: The Contractor shall provide water as needed to sprinkle areas in order to control and minimize the generation of dust. 3.04 Demonstration of Compliance with Federal, State and Local Regulations: This plan follows the outline provided to meet the requirements of State regulations concerning storm water management. 3.05 Maintenance/Inspection Procedures: a. General: All erosion, sedimentation, post-construction TSS and other protective measures identified in the SWP3 must be maintained in effective operating condition. If during the regular inspections the permittee notes that the measures are not performing as intended then maintenance must be performed before the next storm event. Any measure that has been rendered ineffective due to construction activity must be replaced or corrected immediately. 02620 - Storm Water Pollution Prevention Page 5 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 b. Maintenance and Inspection Practices for Erosion, Sedimentation and Post-Construction TSS Controls: These are the maintenance and inspection practices that will be used to maintain erosion and sedimentation and post-construction TSS controls. (1) Where possible, the site work will be performed in phases leaving certain areas undisturbed as the work progresses. (2) All control measures will be inspected at least once each week and within 24 hours of any storm event of 0.5 inches or greater. (3) All measures will be maintained in good working order; if a repair is necessary, it will be initiated within 24 hours of report. (4) Built up sediment will be removed from silt fence when it has reached one-third the height of the fence. (5) Silt fence will be inspected for depth of sediment, tears, to see if the fabric is securely attached to the fence posts, and to see that the fence posts are firmly in the ground. (6) Earthen dikes, sediment traps and check dams will be inspected to verify they are functioning as originally constructed. (7) Temporary and permanent seeding, planting, mulching, sod stabilization and sod filter strips will be inspected for bare spots, washouts and healthy growth. (8) A maintenance inspection report will be made after each inspection. A copy of the report form to be completed by the inspector is shown at the end of this section. (9) The Construction Superintendent will select one individual who will be responsible for inspections, maintenance and repair activities, and filling out the inspection and maintenance report. (10) Personnel selected for inspection and maintenance responsibilities will receive training from the Construction Superintendent. They will be trained in all the inspection and maintenance practices necessary for keeping the erosion and sediment controls used on site in good working order. (11) Inspection report with certification for compliance should be retained for at least three years. 3.06 Inventory For Pollution Prevention Plan: The materials or substances listed below are expected to be present onsite during construction: a. Lumber b. PVC pipe c. Ductile iron Pipe Fittings d. Concrete materials and reinforcing steel e. Polyethylene pipe and products f. Petroleum and asphalt products g. Paint h. Fertilizer i. Herbicides 02620 - Storm Water Pollution Prevention Page 6 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 3.07 Management Practice To Prevent Spills: a. General Material Management Practices: The following are the material management practices that will be used to reduce the risk of spills or other accidental exposure of materials and substances to storm water runoff. The following good housekeeping practices will be followed onsite during the construction project. (1) An effort will be made to store only enough product required to do the job. (2) All materials stored onsite will be stored in a neat, orderly manner in their appropriate containers and, if possible, under a roof or other enclosure. (3) Products will be kept in their original containers with the original manufacturer' s label. (4) Substances will not be mixed with one another unless recommended by the manufacturer. (5) Whenever possible, all of a product will be used up before disposing of the container. (6) Manufacturers' recommendations for proper use and disposal will be followed. (7) The site superintendent will inspect daily to ensure proper use and disposal of materials onsite. b. Hazardous Products Management Practices: These practices are used to reduce the risks associated with hazardous materials. (1) Products will be kept in original containers unless they are not resealable. (2) Original labels and material safety data will be retained; they contain important product information. (3) If surplus product must be disposed of, manufacturers' or local and State recommended methods for proper disposal would be followed. c. Product Specific Practices: The following product specific practices will be followed onsite. (1) Petroleum Product: All onsite vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers, which are clearly labeled. Any asphalt substances used onsite will be applied according to the manufacturer' s recommendations. (2) Fertilizers: Fertilizers used will be applied only in the minimum amounts recommended by the manufacturer. Once applied, fertilizer will be worked in the soil to limit exposure to storm water. Storage will be in a covered shed. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. (3) Herbicides: Herbicides used will be applied only in the minimum amounts recommended by the manufacturer. Applications shall be accomplished only at times when wind will not cause over spray. Storage will be in a covered shed. Partially used containers of herbicides will be tightly resealed. 02620 - Storm Water Pollution Prevention Page 7 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 (4) Paints: All containers will be tightly sealed and stored when not required for use. Excess paint will not be discharged to the storm sewer system but will be properly disposed of according to manufacturer' s instructions or State and local regulations. (5) Concrete Trucks: Concrete trucks will wash out or discharge surplus concrete or drum wash water only in specific areas selected and maintained by the Contractor. The Contractor will remove this waste material at the completion of the project. 3.08 Spill Prevention And Cleanup: In addition to the management practices discussed in the previous sections of this plan, the following practices will be followed for spill prevention and cleanup: a. Manufacturers' recommended methods for spill cleanup will be clearly posted and site personnel will be made aware of the procedures and location of the information and cleanup supplies. b. Materials and equipment necessary for spill cleanup will be kept in the material storage area onsite. Equipment and materials will include but not be limited to brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for this purpose. c. All spills will be cleaned up immediately after discovery. d. The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with a hazardous substance. e. Spills of toxic or hazardous material will be reported to the appropriate State or local government agency, regardless of the size. f. The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring and how to clean up the spill if there is another one. A description of the spill, what caused it, and the cleanup measures will also be included. g. The Construction Superintendent responsible for the day-to-day site operations will be the spill prevention and cleanup coordinator. He will designate at least one other site personnel who will receive spill prevention and cleanup training; this individual will become responsible for a particular phase of prevention and cleanup. The names of responsible spill personnel will be posted in the material storage area and in the office trailer onsite. 02620 - Storm Water Pollution Prevention Page 8 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT 1. ) LOCATION OF BMP' S THAT NEED TO BE MAINTAINED: 2. ) LOCATION OF BMP' S THAT FAILED TO OPERATE AS DESIGNED: 3. ) LOCATIONS WHERE ADDITIONAL BMP' S ARE NEEDED: 4. ) CHANGES REQUIRED TO THE POLLUTION PREVENTION PLAN: 5. ) REASONS FOR CHANGES: INSPECTORS SIGNATURE: DATE: 02620 - Storm Water Pollution Prevention Page 9 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT STRUCTURAL CONTROLS DATE: INSPECTORS INITIALS: SILT FENCE: IS THE BOTTOM IS THE FABRIC TORN ARE THE POSTS HOW DEEP IS OF THE FABRIC OR SAGGING? TIPPED OVER? THE SEDIMENT? STILL BURIED? MAINTENANCE REQUIRED FOR SILT FENCE: TO BE PERFORMED BY: ON OR BEFORE: Note: Inspections and reports to be performed at least once each week and following any storm event of '-z inch or greater. 02620 - Storm Water Pollution Prevention Page 10 of 10 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 WYNMNN SMALL CONSTRUCTION SITE NOTICE: LOW POTENTIAL FOR EROSION FOR THE Texas Commission on Environmental Quality (TCEQ) Stormwater Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part II.E.I. of the TCEQ General Permit Number TXR150000 for discharges of stormwater runoff from small construction sites automatically authorized based on low rainfall erosivity. Additional information regarding the TCEQ stormwater permit program may be found on the internet at: https://www.tceq.texas.gov/permitting/stormwater/construction Operator Name: Contact Name and Phone Number: Project Description: (Physical address or description of the site's location, estimated start date and projected end date,or date that disturbed soils will be stabilized) For Small Construction Sites Authorized Under Part II.E.1., the following certification must be completed: I (Typed or Printed Name Person Completing This Certification)certify under penalty of law that I have read and understand the eligibility requirements for claiming an automatic authorization based on low rainfall erosivity under Part ILE.1. of TPDES General Permit TXR150000 and agree to comply with the terms of this permit. Construction activities at this site shall occur within a time period listed in Appendix A of the TPDES general permit for this county, that period beginning on and ending on . I understand that if construction activities continue past this period, all stormwater runoff must be authorized under a separate provision of the general permit. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter an MS4. I am aware there are significant penalties for providing false information or for conducting unauthorized discharges, including the possibility of fine and imprisonment for knowing violations. Signature and Title Date Date Notice Removed MS4 operator notified per Part H.F.3. DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 SECTION 05020 Welding (Steel Casing Pipe) 1. DESCRIPTION This specification, in conjunction with the other specifications listed in Section 2 below, shall govern for all welding required to complete the project. in the event of a conflict between this specification and other specifications listed herein, the more stringent requirements will govern. 2. RELATED SPECIFICATIONS (1) 02340 Boring and Casing Roadways and Railroads (2) 02342 Open Cutting and Casing 3. WELDERS CERTIFICATIONS FOR ALL WATER DEPARTMENT PROJECTS (1) All welders shall have to pass a (6G) -welding test prior to working on City water pipeline projects. (2) The Utility Department will not accept previous certifications from the entities or companies. (3) All welders shall be tested in a recognized or acceptable testing lab to the Utility Department. (4) All welders shall be tested to qualify for all positions and for all material thickness required for that project. (5) Welders with current credentials filed with the Utility Department will not have to retest. (Current certifications expire if not working on Utility Department projects for more than 6 mos. ) . (6) The Utility Department shall not cover welder testing costs, pass or fail. (7) QA inspectors shall witness all welding tests. The attending QA inspector can reject any phase of the welder's test. (8) All tack-welders shall be certified according to positions and material thickness requirements for that project. (9) Welder's tests scheduling will require a 24-hour notice to the QA inspectors for witnessing. (10) All welding test coupons will be kept per QA inspector along with a copy of the welding certifications. (11) Other tests could be required to qualify welders for welding on Utility Department projects other than pipelines. 4. WELDING PROCEDURE SPECIFICATION (WPS) PARAMETERS (1) All Utility Department projects shall be welded using F3 and F4 class electrodes. (2) All Utility Department projects shall be welded using 1/8" and/or 5/32" electrodes. (3) All Utility Department projects using F4 class electrodes shall use the vertical uphill welding direction of travel. 05020 - Welding Page 1 of 3 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 (4) All Utility Department projects using F3 class electrodes can use vertical uphill or downhill according to WPS submittals and approval per Water QA department. (5) All Utility Department projects shall follow manufacturers recommended amperage ranges for electrode type and size. 5. MINIMUM FIELD WELDING REQUIREMENTS (1) All welders shall be required to have a rod oven in working condition for storage of low-hydrogen electrodes. (2) All electrodes of low-hydrogen type shall have a maximum field life of 96 hours. This allows two bakes after opening new cans. (3) All electrodes rejected per QA inspectors will not be used on project. (4) All welding machines will pull sufficient amperage for electrode size and type with a minimal 30o amperage loss. (5) Welding clearance will be minimal 18" amperage loss. (6) All welding sites or bell holes shall be free from water and safely accessible for welding inspectors. (7) All OSHA shoring & safety rules will apply for QA inspectors access. (8) Welding shall not be allowed in rainy conditions due to safety and weld integrity. (9) All weld locations shall be wire buffed or grinded before welding. (10) All specifications will mention Standards and codes for field welds. (11) All WPS submittals for field welds shall include detailed schematic of welding processes. (12) All WPS submittals for field welds shall be approved by A/E before sending to QA inspector for review. (13) Field documentation shall consist of digital photography, camcorder- VHS and daily inspection records by QA inspectors. No exceptions. (14) All welding details and schematics for every welded component shall be submitted to the QA inspectors prior to project startup. (15) Any changes to field welding processes will require a new WPS and a PQR from the manufacturer of the welded product/AWS D1.1. (16) Contractors shall notify the project inspector on startup (24 hrs. notice) and shutdown of welding processes. 6. WELD INSPECTION MINIMAL REQUIREMENTS (1) Certified Welding Inspector (CWI) certification shall be required of sub-contracted weld inspectors. (2) Daily calibration of equipment shall be required for MT, UT as required per AWS D1.1. to be witnessed per QA inspector. (3) Level II certifications shall be required for MT, DPT, RT and UT inspectors per AWS D1.1. 05020 - Welding Page 2 of 3 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 (4) Sub-contracted UT inspectors shall be required to submit schematics showing location of anomalies on rejected components according to AWS D1.1. , paragraph 6.27.8.1. (5) Sub-contracted CWI inspectors shall keep a record of welders and their weld locations daily per AWS D1.1. (6) Sub-contracted inspectors shall follow all of their company safety rules and wear safety equipment while working on Water department projects. (7) NDE inspection companies will furnish inspection procedures according to AWS 6.27.1. (8) All weld inspections and weld repairs will be conducted using designated standards per AWWA, and AWS D1.1 welding code. City Engineers will determine these. (9) Protocol for inspections shall be as follows: a) Contractor will call sub-contracted inspector for weld inspection with a 24 hour notice minimum. b) Sub-contracted inspector (CWI) will perform weld inspection. C) Contractor will leave one welder on weld site being inspected to make repairs. d) CWI will re-inspect for follow-up and acceptance. e) CWI will approve or reject welds and document data. f) CWI will relay results to A/E or engineering project inspector and to QA inspector. g) CWI will work directly under QA and A/E. h) QA inspector or Project Inspector will approve time sheets for sub-contracted inspectors daily. i) QA inspector concerns will be directed to Engineering Project Inspector or A/E representative. j) QA inspector shall notify our engineers if concerns are not addressed per A/E. k) QA inspector will follow Utility Department directives only. 1) All design changes and deviations from our specifications will have to be made and approved by the City Engineering department. Changes will include but not be limited to: design, size, procedures, materials and processes. M) CWI will notify QA inspector whenever leaving the jobsite. n) Sub-contracted welding inspection company will have a CWI on the jobsite during all welding processes and stages of welding, unless other arrangements are approved per QA inspector. o) Contractor shall not interfere with inspections, disrespect or make any demands of any CWI or QA inspector. All concerns shall be directed to the assigned project inspector. P) Contractor shall provide safe access to all inspectors before calling for inspections (according to OSHA safety rules and regulations) . 05020 - Welding Page 3 of 3 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 09910 - PAINTING 1.0 GENERAL REQUIREMENTS 1.01 SCOPE AND SPECIFICATION TYPE This specification shall govern for all work necessary to accomplish the painting required to complete the project. 1.02 SPECIFICATION TYPE This is a performance specification as defined in Article TS-1 of the Technical Special Provisions. 2.0 WORKMANSHIP All work shall be done using "first class workmanship". The Engineer shall be the sole judge as to what constitutes "first class workmanship" and shall have the right to immediately stop the work covered under this section, if said work is not being done to his satisfaction. The painting operation shall not resume until the methods have been corrected to the Engineer's satisfaction. 3.0 PROTECTIVE COATING FOR UNDERGROUND PIPE See water main pipe specifications. 4.0 COLORS All colors shall be selected by the Engineer and/or Owner. The Contractor shall prepare samples of colors for approval by the Engineer and/or Owner. 5.0 SAMPLES The Contractor shall submit for approval samples of paint materials proposed for use, in three displays of each kind of color of paint to be applied. The Contractor shall make panels used for displays, representative of respective types of surfaces to which several kinds and colors are to be applied in actual work. The Contractor shall not order paint materials until color selections have been made and samples approved. 6.0 PREPARATION OF SURFACES 6.01 GENERAL Completely clean surface to be painted not less than 30 minutes, nor more than 8 hours prior to application of paint. 6.02 METAL A. GENERAL: All metal surfaces to be painted shall be cleaned by sandblasting, except items that are shop coated. Cleaning shall be to "near White Metal" SP-10 or NACE #2. B. NEAR WHITE METAL (Sand blast cleaning SP-10 or NACE #2. ) : 09910 - Painting Page 1 of 7 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 (1) Definition: "Near White Metal" is a method of preparing the metal surfaces for the application of protective coatings by removing mill scale, rust, old paint and any foreign matter by propelling sand through a nozzle with compressed air. This is defined as a surface, gray white in appearance, being almost a completely uniform metallic color, with very light shadows allowed over less than 50 of the surface area. (2) Procedure: (a) Before blasting, grind smooth any rough welds and sharp edges, as per NACE RP0078, Designation D for all fillet butt and lap welds. (b) Remove heavy deposits of oil and grease by detergent cleaning using one pound Sodium Meta Silicate per five gallons of water. (c) The sand used shall be 16-35 mesh, or 20-60 sharp angular grained silica sand or equivalent that is fresh water washed, dried, properly graded and delivered to the job site in moisture proof bags (bulk sand of equal quality and size is acceptable) . Sand shall not be re-used. Anchor profile shall be minimum of 20 mils but shall not exceed 40 mils. (d) Compressed air shall be delivered at a minimum nozzle pressure of 90 psi, not to exceed 110 psi. This shall be free of detrimental amounts of condensed water and oil. (e) All blast products shall be swept or blown from the surface before priming commences. (f) Blast cleaning will not be conducted on surfaces that may become wet after blasting and before priming is complete, or when surfaces are less than 5° F above dew point, or when relative humidity is above 850. (g) The blasted surface shall be primed within 8 hours. C. REMOVAL OF OIL AND GREASE: Remove oil and grease with approved solvents such as naptha, or by steam combined with approved detergent. USE OF GASOLINE OR KEROSENE NOT PERMITTED. D. SCRAPING, GRINDING AND CHIPPING: Scrapers or other suitable grinding and chipping tools may be used for removal of existing paint coating prior to repainting, or for cleaning before application of secondary coats only when approved by the Engineer. E. SANDBLASTING: Clean such surfaces by "Near White" sandblasting and leave clean, dry and ready to receive prime coat. Remove all dust and sand from surfaces before painting. Take care to remove all sand and grit around and between joints of connecting members. 09910 - Painting Page 2 of 7 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Schedule operations to avoid settling of dust or grit on freshly painted surfaces and adequately protect machinery or other equipment in vicinity of sand- blasting work. 6.03 CONCRETE AND MASONRY The Contractor shall thoroughly clean all existing and new concrete and masonry with methods subject to the approval of the Engineer. The last step in the cleaning operation shall be to wash the surface to be painted with a 20 percent solution of muriatic acid and then the surface shall be rinsed with fresh water. The surface shall be allowed to dry thoroughly before applying paint. 6.04 GALVANIZED METAL Remove oil or soap film with detergent or emulsion cleaner, then use zinc treatment such as Galva Prep or equivalent or blast lightly with fine abrasive. 7.0 STORING AND MIXING OF PAINT The Contractor shall use one convenient location for storing and mixing of paint materials, and keep an approved type fire extinguisher available in this area. The Contractor shall protect all areas where paint is stored or painting is done and he shall remove oily rags and waste from buildings at close of each day. 8.0 WEATHER AND SITE CONDITIONS 8.01 TEMPERATURE Painting shall not be accomplished when either the surface or ambient temperatures are less than 50 degrees Fahrenheit; or when temperature drop of 20 degrees, or below 50 degrees Fahrenheit is forecast. Material shall be stored in area where the extreme cold or heat will not greatly affect viscosity. Coatings apply much better when product temperature is held within 60° F - 90° F range (77° F is optimum) . 8.02 HUMIDITY Painting shall not be accomplished during misty or rainy weather, or on surfaces that have any frost or moisture. Painting shall not be permitted at temperatures less than 5° F above the dew point. 8.03 WIND AND DUST Painting shall not be accomplished in dusty rooms or on the exterior during excessive wind. The Engineer shall be the sole judge as to what constitutes excessive wind. 9.0 APPLICATION PROCEDURES 9.01 GENERAL Paint shall be applied by skilled workmen. Paint may be applied with brush or spray equipment. Paint shall be applied in even and thorough coats, without runs, sags or other blemishes. Contractor shall properly sand painted surfaces between coats of enamel, paint or shellac when applied to any surface other than masonry. Apply paints in accordance with manufacturer's recommendations. Do not apply finish field painting to machinery, equipment or piping until operational testing has been completed. 09910 - Painting Page 3 of 7 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 9.02 DRYING TIME Allow thorough drying of each coat before succeeding coat is applied, except when manufacturer recommends otherwise, or as specified herein. 9.03 COVERAGE Shall be as recommended by manufacturer. 9.04 DELIVERY OF PAINT Contractor shall deliver paint to the site in original, unbroken, sealed containers, with manufacturer's label attached. 9.05 THINNERS AND SOLVENTS Contractor shall use only those thinners and solvents specified in paint formulas of paint being used and mix in proportions as recommended by paint manufacturer. 9.06 BRUSH APPLICATION Contractor shall apply paint in uniform thickness consistent with specified coverage and with sufficient cross brushing to insure filling of surface irregularities. He shall exercise particular care in painting around rivet heads, bolt heads and nuts, in corners, restricted spaces, and on irregular concrete surfaces. 9.07 SPRAY APPLICATION Contractor shall apply paint with adjustable air gun equipped with suitable water trap to remove moisture from compressed air, and with paint pot having hand or air driven agitator. Application of paint by suitable airless spray equipment is acceptable. Paint shall be applied with the width of spray not less than 6 inches nor more than 18 inches, and with suitable pressure for particular type of paint being used. Contractor shall make frequent checks to insure correct spreading rate and coating, and apply without sags, runs or "orange peel" effect. Correct all such imperfections. The Contractor shall take special care to cover edges, corners and rivet head without bridging over of paint film. 9.08 APPLICATION OF PROTECTIVE COATING When applying coats to prevent corrosion due to liquids and gases, the coating must be complete and absolutely free of the slightest pinhole, air pocket or other defect. 9.09 PAINTING SHOP COATED METAL SURFACES A. PRIOR TO INSTALLATION: After delivery to site of work, and prior to installation, keep all shop coated metal work clean and free from corrosion. When directed, clean and retouch damaged areas with additional primer. B. AFTER INSTALLATION: After erection or installation of shop coated metal work, clean and retouch all rust spots, all places where paint has been rubbed or scraped off, and all field rivet and bolt heads nuts. 09910 - Painting Page 4 of 7 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 After previously applied paint has hardened, and when surfaces to receive succeeding coats of paint have been perfectly cleaned and dried, apply paint as set out elsewhere in these specifications. Allow interval of not less than 48 hours, or as recommended by manufacturer, between coats, and if surface is to be submerged in water, allow a minimum of 7 days or more for hardening of final coat before placing in water. C. MACHINERY AND ELECTRICAL EQUIPMENT: After installation of machinery and electrical equipment, check base coats carefully and retouch all damaged surfaces. Do not paint nameplates, serial number bases, chrome or bronze trim, or any rotating parts. Clean off any excess paint that impairs convenient removal of covers or gauges, instrumentation or other equipment fitted with doors or covers. D. BOLTED AND EMBEDDED SURFACES: All surfaces to be bolted together, bolted to concrete, embedded in concrete or grouted, shall have prime and finish coats applied and dried before installation. 10.0 CLEANING Upon completion of painting operations, the Contractor shall clean off all paint spots, oil and stain from all surfaces and leave entire project in perfect condition as far as painting work is concerned. Remove from premises all containers and debris resulting from painting operations. 11.0 SURFACES TO RECEIVE PAINT A. INTENT: It is the intent of this specification that all ferrous metal or unfinished material furnished on this project be furnished with a protective coating, but stainless steel, aluminum, bronze, copper, lead surfaces are not to be painted. Any factory painted item that is damaged or shows any sign of corrosion prior to the date of Substantial Completion shall be repainted by the Contractor. Concrete or concrete block is to be painted only when shown on the drawings to be painted. B. SCHEDULE OF SURFACES TO BE PAINTED: The following schedule of surfaces to be painted is general and does not change the intent of this section as stated above. (1) Isolation Valve/Gate Valve Assembly: (a) Paint all valve box covers. (2) Vacuum Relief/Air Release Valve Assembly: (a) Paint all piping and accessories associated with the valves that are not stainless steel, brass, aluminum or galvanized. (b) Paint manhole ring and cover. (c) Paint all bollards and vent stacks. 09910 - Painting Page 5 of 7 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 12.0 PAINTING EQUIPMENT, MACHINERY AND METAL WORK A. EXTERIOR-STRUCTURAL STEEL, HANDRAILS, WALKWAYS & OTHER MISC. METAL WORK: (Surface Preparation - Abrasive blast "Near White Metal" SP- 10, NACE # 2) (1) Prime Coat: a. 1 coat - Carboline Carboguard 60 Series - Min. 3 mils b. 1 coat - Pittsburgh Aquapon Red Inhibitive Primer #97-48/98 - Min. 2.5 DMT* C. 1 coat - Tnemec Series 37-77 Chem-Prime - 2.5 DMT*. d. 1 coat - Sherwin-Williams Kem Kromik Universal Primer - Min. 2.5 DMT* (2) Intermediate Coat: a. 1 coat - Carboline Carboguard 60 Series - Min. 3 DMT*, or b. 1 coat - Pittsburgh Light Gray Aquapon #97-3/98 - Min. 3 DMT*, C. 1 coat - Tnemec Series 66 Epoxoline - Min. 4 DMT*. d. 1 coat - Sherwin-Williams Macropoxy 646 Epoxy- Min. 4 DMT* (3) Top Coat: a. 1 coat - Carboline Carbothane 134HG - Min. 2.5 mils b. 1 coat - Pittsburgh Pitthane (Polyurethane) - Min. 2.5 DMT*, C. 1 coat - Tnemec Series 75 Endura-Shield - Min. 2.5 DMT*. d. 1 coat - Sherwin-Williams Hi-Solids Polyurethane - Min. 2.5 DMT* * Minimum Dry Mil Thickness 13.0 T9-K4 PAINTING EXPOSED AND SUBMERGED METAL PIPING, VALVES, ETC. A. EXPOSED VALVES, FITTINGS AND PIPES: Surface Preparation - Abrasive blast "Near White Metal" SP-10, or NACE # 2) (1) Prime Coat: a. 1 coat - Carboline Carboguard 60 Series - Min. 4 mils DMT*, or b. 1 coat - Pittsburgh Aquapon Red Inhibitive Primer #97-48/98 - Min. 2.5 DMT*, c. 1 coat - Tnemec Series 37-77 Chem-Prime - 2.5 DMT*. d. 1 coat- Sherwin-Williams Kem Kromik Universal Primer - Min. 2.5 DMT* (2) Intermediate Coat: a. 1 coat - Carboline Carboguard 60 Series - Min. 4 DMT*, or b. 1 coat - Pittsburgh Polyamide Epoxy Gray High Solids #97-151/159 - Min. 5 DMT* c. 1 coat - Tnemec Series 66 Epoxoline - Min. 4 DMT*. d. 1 coat - Sherwin-Williams Macropoxy 646 - Min. 4 DMT* (3) Top Coat: a. 1 coat - Carboline Carbothane 134HG - Min. 2 mils DMT*, or b. 1 coat - Pittsburgh Pitthane (Polyurethane) - Min. 2.5 DMT*, c. 1 coat - Tnemec Series 75 Endura-Shield - Min. 2.5 DMT*. d. 1 coat - Sherwin-Willilams Hi-Solids Polyurethane - Min 2.5 DMT* * Minimum Dry Mil Thickness 09910 - Painting Page 6 of 7 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 14.0 T9-K5 RESPONSIBILITY FOR PAINT SYSTEMS It is the intent of this specification to provide the Contractor with several manufacturers' paint systems on which to base his bid. The manufacturers' list was furnished to the Engineer by each manufacturer with the product designations listed herein and was represented to list materials to be suitable for their intended use and that they were comparable to other systems listed. The Contractor is responsible for verifying with the paint manufacturer before he purchases any material, that the paint system is suitable for use on this project and that application rates, etc. , are in compliance with the manufacturer's recommendations. 09910 - Painting Page 7 of 7 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 15060 - MISCELLANEOUS PIPING 1.0 GENERAL REQUIREMENTS 1 .01 SCOPE The work includes all labor, materials, tools and equipment to provide miscellaneous piping complete for the air release valve assembly as shown on the drawings. This section does not cover ductile iron pipe, steel pipe, concrete pressure pipe or PVC pipe, which are covered in other sections. 1.02 SPECIFICATION TYPE This is a performance specification as defined in Article TS-1 of the Technical Special Provisions. 2.0 PRODUCTS/MATERIALS 2 .01 GALVANIZED STEEL PIPE A. Pipe Sleeves Pipe sleeves shall be constructed from ASTM A-53 standard weight Type E galvanized steel with threaded cast iron fittings. B. Pipe 2 Inches and Smaller Pipe shall be ASTM A-53 extra strong Type S galvanized steel with forged steel threaded fittings. C. Pipe 2-1/2 Inches and Larger Pipe shall be ASTM A-53 extra strong Type E galvanized steel with butt welded fittings. 3.0 CONSTRUCTION METHODS 3.01 GENERAL Contractor shall ensure that all mill scale, sand, and dirt has been removed from the interior of all pipe and fittings. Pipe threads shall conform to ASME B1.20.1 NPT. Pipe welding shall conform to ANSI B31.1 "Code for Pressure Piping". 3.02 INSTALLATION Piping shall be installed generally as indicated on the drawings. Because of the small scale of the drawings, all offsets and fittings may not be shown; however, the Contractor shall make all offsets and furnish such fittings, traps, valves and accessories as may be required to meet conditions, at no additional cost to the Owner. All piping and the installations shall provide stacks and vents in out-of- the-way or unimportant places and with continuous unbroken runs. Care shall be taken to be sure pipe is not placed in a "bind". Suitable pipe supports and/or hangers shall be provided as necessary, even if they are not shown on the drawings. Fittings and valves shall be at the required locations and with joints centered and valve stems plumbed. 3.03 TESTS The pipe system shall be tested at 150 psi hydrostatic pressure in accordance with City Standard Specification 026202 - Hydrostatic Testing of Pressure System. 3.04 WATER PIPING STERILIZATION Piping shall be sterilized in accordance with City Standard Specification 026402 Waterlines. 15060 - Miscellaneous Piping Page 1 of 1 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 15104 GATE VALVES 1.0 GENERAL REQUIREMENTS 1.01 SCOPE This specification shall govern for all work necessary to furnish and install the gate valves required to complete the air release valve assembly. 1.02 SPECIFICATION TYPE This is a performance specification as defined in Article TS-1 of the Technical Special Provisions. 1.03 GENERAL All valves shall comply with the latest requirements of applicable A.W.W.A. Specifications. All valves shall open in a counter-clockwise direction. Valves to provide an unobstructed waterway of a diameter of a circle not less than the full nominal diameter of the valve when the gate is open. All valves shall be installed with the gate in a vertical plane unless shown specifically otherwise on the drawings. 1.04 SUBMITTAL DATA The manufacturer shall upon request furnish two (2) certified sets of prints showing complete details, dimensions and materials used. The manufacturer shall also upon request furnish a certified letter of compliance stating that their valve meets these specifications. Also, the manufacturer shall upon request furnish one (1) certified copy of the physical tests of all metals used in the manufacture of the valve. A. Approved Manufacturers The manufacturers listed below are tentatively approved for use on this project provided that equipment meets all requirements of these specifications. If it is found, after bidding (or within one year after installation and acceptance) , that equipment to be furnished does not meet these specifications or fails to operate as intended, the Engineer shall have the right to reject the equipment or require the Contractor to modify the equipment to bring it into compliance at no increase in cost to the Contract. 1) Clow Valve Company. 2) or approved equal. 2.0 PRODUCTS/MATERIALS 2 .01 VALVES 2 INCHES THROUGH 24 INCHES Valves shall be resilient-seated gate valves, designed for a minimum of 250 psi water working pressure service. Resilient-seated valves shall be of an acceptable manufacture and shall conform to AWWA Standard Specification C-509, latest edition, except for changes or additions as follows: A. The valve body, bonnet and gate castings shall be ductile iron. B. The resilient-seated gate valves shall have non-rising stems. C. Valve ends shall be flanged or mechanical joint type or a combination of these as set out below. A complete set of joint materials shall be furnished with each valve, except for flanges. 15104 - Gate Valves Page 1 of 3 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Mechanical joints shall be furnished with mega lug joint restraint fitting. D. Stem seals shall be the O-ring type. E. Valves shall open left (counter clockwise) . F. Tapping valves to be used with tapping saddles shall have one end mechanical joint. G. Valves 16" and larger shall be furnished for horizontal installation and shall be equipped with bevel gears. 2.02 PROTECTIVE COATINGS The interior and exterior of valves shall be shop coated for corrosion protection. A. INTERIOR OF 2-INCH THROUGH 24-INCH VALVE 1. Body And Bonnet: Factory applied epoxy coating conforming to AWWA Standard Specification C550. 2. Gate. Factory applied rubber encapsulated conforming to AWWA Standard Specification C509. B. EXTERIOR OF 2-INCH THROUGH 24-INCH VALVE 1. Above Ground Installation: Factory applied epoxy coating conforming to AWWA Standard Specification C550. 2. Below Ground Installation: Factory applied epoxy coating conforming to AWWA Standard Specification C550. C. FIELD PAINTING In addition to the factory coatings listed above, the exterior of the valves shall be coated as described in Technical Specification 09910 - Painting. 3.0 CONSTRUCTION METHODS 3.01 ABOVE GROUND INSTALLATION Gate valves 3-inches and larger installed above ground, in a valve vault or manhole, shall be furnished with handwheel, position indicator and flanged ends. Flanged ends shall be rated at 250 p.s.i. and conform to ANSI/AWWA Standard Specification C115/A21.15. Flanges shall have the same drilling as ASME B16.1, Class 125 flanges. Valves 2-inch and smaller shall be furnished with threaded ends. All valves whose centerline is 6 ft. or greater above the floor shall be equipped with a chainwheel actuator. 3.02 UNDERGROUND INSTALLATION Gate valves installed underground shall be furnished with mechanical joint ends, wrench nut with extension to within 6" of top of valve box and cast iron valve box. Mechanical joints shall conform to ANSI/AWWA Standard Specification C111/A21.11. Valve box shall be an adjustable road type valve box with a minimum opening of 5-inches. Valve box shall be cast iron and shall be complete with base, extension, top 15104 - Gate Valves Page 2 of 3 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 section and cover. The base shall be of proper size to fit the valves on which the base is installed. 15104 - Gate Valves Page 3 of 3 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 15108 - COMBINATION AIR RELEASE AND VACUUM VALVES 1.0 GENERAL REQUIREMENTS 1.01 SCOPE This specification shall govern for all work necessary to furnish and install the combination air release and vacuum valves and accessories required to complete the project. 1.02 SPECIFICATION TYPE This specification is a performance specification as defined in Article TS-1 of the Technical Special Provisions. 1.03 GENERAL All valves and equipment furnished and installed shall comply with the drawings, specifications, and recommendations of the equipment manufacturer, unless directed otherwise by the Engineer. The valves furnished and installed shall conform to the applicable requirements of AWWA C512. 1.04 SUBMITTAL DATA Before shipping, the Contractor shall submit six (6) sets of detailed drawings, detailed specifications, installation instructions and maintenance instructions for the Engineer's review and approval. Complete assembly drawings, together with detailed specifications and date covering materials used and accessories forming a part of the valves furnished, shall be submitted in accordance with the submittals sections. The Contractor shall also submit an affidavit of compliance per AWWA C504 from the manufacturer of the valves. A. Approved Manufacturer/s The manufacturers listed below are tentatively approved for use on this project provided that equipment meets all requirements of these specifications. If it is found, after bidding (or within one year after installation and acceptance) , that equipment to be furnished does not meet these specifications or fails to operate as intended, the Engineer shall have the right to reject the equipment or require the Contractor to modify the equipment to bring it into compliance at no increase in cost to the Contract. Air release valves shall be: 1) APCO Model 145C 2) CLA-VAL series 36 3) Valmatic 202C 4) or approved equals 1.05 RELATED SPECIFICATIONS Standard Specification 027205 Fiberglass Manholes. Technical Specification 15060 Miscellaneous Piping. Technical Specification 15104 Gate Valves. 15108 - Air Release Valves Page 1 of 3 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 2.0 PRODUCTS/MATERIALS 2 .01 VALVES The materials for construction of the valves shall comply with the governing standard unless stated otherwise in this specification. The use of stressed thermoplastic components will not be acceptable. Valve Component Material Valve Body Single Body Ductile Iron Valve Trim Stainless steel Float and internal components Stainless steel Cover Bolts Stainless steel Shop Coatings: Inside Scotch Kote 134 10 DMT Outside Scotch Kote 134 10 DMT 2.02 MANHOLE Air release valves shall be installed in a fiberglass manhole as specified in Technical Specification 02608. 2.03 VENT STACK AND PIPING Air release valves will be furnished with 2" diameter inlet and out let piping as specified in Technical Specification 15060. Vent stack will terminate 3ft. above finished ground with (2) two 90° bends. The opening of the 90° bend will be covered with SS screen to prevent access to insects. 3.0 CONSTRUCTION METHODS 3.01 INSTALLATION Valves shall be installed as indicated on the drawings in accordance with the manufacturer's recommendations unless otherwise directed by the Engineer. The configuration of valve vent piping shall be as shown on the drawings or as directed by the Engineer. 3.02 VALVE SCHEDULE The quantity and location of valves furnished shall be as shown on the drawings. Each air release valve shall have a 2" threaded inlet opening as specified and shall operate at a working pressure of 150 psi. 3.03 PROTECTIVE COATING The interior and exterior metal surfaces of valves (except stainless steel components) shall be shop coated for corrosion protection as noted in Paragraph 2.0. Valves with polished or machined surfaces will be coated with a Rust-Preventive compound. The epoxy paint used to coat interior surfaces shall comply with AWWA C550 and shall be free of holidays. 15108 - Air Release Valves Page 2 of 3 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 If valve coating is damaged during shipment, storage or installation, Contractor will repair to satisfaction of Engineer using IPC System 8 (Scotch Kote 134) a repair kit per the coating manufacturer's recommendation. 3.04 SHUT-OFF VALVES To facilitate removal for maintenance, each air release valve shall incorporate a shut off gate valve in the inlet piping, see Technical Specification 15104 - Gate Valves. 15108 - Air Release Valves Page 3 of 3 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 APPENDIX 1 - Geotechnical DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 • GEOTECHNICAL ENGINEERING • MATERIALS ENGINEERING &TESTING 0 • SOILS * ASPHALT * CONCRETE 0 P 9y �� GEOTECHNICAL SUBSURFACE INVESTIGATION AND RECOMMENDATIONS FOR THE PROPOSED 19038A PORT AVENUE WATER LINE REPLACEMENT HORNE ROAD TO BALDWIN BOULEVARD CORPUS CHRISTI, TEXAS RETL JOB NUMBER: G120315 FOR: CITY OF CORPUS CHRISTI DEPARTMENT OF ENGINEERING SERVICES 1201 LEOPARD STREET CORPUS CHRISTI, TEXAS 78401 AUGUST 11, 2020 PREPARED BY: ROCK ENGINEERING & TESTING LABORATORY, INC. 4 _ 6817 LEOPARD STREET n :v CORPUS CHRISTI, TEXAS 78409 £' P: (361) 883-4555; F: (361) 883-4711 TBPE FIRM NO. 2101 tw y m DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 • GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING& TESTING • SOILS *ASPHALT* CONCRETE 0 .ac August 11, 2020 City of Corpus Christi Department of Engineering Services 1201 Leopard Street Corpus Christi, Texas 78401 Attention: Ms. Sandra L Gomez, P.E. SUBJECT: SUBSURFACE INVESTIGATION, LABORATORY TESTING PROGRAM, AND GEOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED 19038A PORT AVENUE WATER LINE REPLACEMENT Horne Road to Baldwin Boulevard Corpus Christi, Texas RETL Job No. — G120315 Dear Ms. Gomez, In accordance with our agreement, Rock Engineering and Testing Laboratory, Inc. (RETL) has conducted a subsurface investigation, laboratory testing program, and geotechnical analysis for the above referenced project. The results of this investigation, together with our recommendations, are presented in the accompanying report. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions. RETL would be pleased to continue its role as Geotechnical Engineer during the project implementation. RETL also has great interest in providing materials testing and observation services during the construction phase of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. If you have any questions, or if we can be of further assistance, please contact us at (361) 883-4555. Sincerely, Mark C. Rock, P.E. Senior Consultant ROCK ENGINEERING & TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office: 361.883.4555 Office:210.495.8000 Office: 512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 www.rocktesting.com DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 SUBSURFACE INVESTIGATION, LABORATORY TESTING PROGRAM, AND GEOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED 19038A PORT AVENUE WATER LINE REPLACEMENT HORNE ROAD TO BALDWIN BOULEVARD CORPUS CHRISTI, TEXAS RETL JOB NUMBER: G120315 PREPARED FOR CITY OF CORPUS CHRISTI DEPARTMENT OF ENGINEERING SERVICES 1201 LEOPARD STREET CORPUS CHRISTI, TEXAS 78401 AUGUST 11, 2020 PREPARED BY: ROCK ENGINEERING AND TESTING LABORATORY, INC. 6817 LEOPARD STREET CORPUS CHRISTI, TEXAS 78409 PHONE: (361) 883-4555; FAX: (361) 883-4711 TEXAS PROFESSIONAL ENGINEERING FIRM NO. 2101 -71 tp 1110 *iii �kcrtitir . JAMES p. BAUER / 'kaat�.' /........................E .... 12 9 2 01 James P. Bauer, P.E. Mark C. Rock, P.E. Corpus Christi Branch Manager Senior Consultant to Aa,� Yrs, 1. r I ►0 q �F A DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 TABLE OF CONTENTS Page INTRODUCTION..................................................................................................................................................... 1 Authorization ........................................................................................................................ 1 Purposeand Scope.............................................................................................................. 1 ProjectDescription ............................................................................................................... 1 General................................................................................................................................. 2 DESCRIPTION OF SITE.........................................................................................................................................2 FIELD EXPLORATION...........................................................................................................................................3 Scope ................................................................................................................................... 3 Drilling and Sampling Procedures ........................................................................................ 4 Field Tests and Observations............................................................................................... 4 LABORATORY TESTING PROGRAM ..................................................................................................................5 SUBSURFACE CONDITIONS................................................................................................................................5 General................................................................................................................................. 5 Existing Pavement Conditions.............................................................................................. 6 SoilConditions ..................................................................................................................... 6 Groundwater Observations................................................................................................... 8 OSHA Soil Type Classification ............................................................................................. 9 CONSTRUCTION CONSIDERATIONS................................................................................................................ 11 Pavement Repair Recommendations................................................................................. 11 Earthwork and Subgrade Acceptance ................................................................................ 12 Utilities................................................................................................................................ 12 GENERAL COMMENTS....................................................................................................................................... 12 APPENDIX Site Vicinity Map Boring Location Plans 1 through 4 Boring Logs B-1 through B-8 Key to Soil Classifications and Symbols Analytical Report DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas INTRODUCTION This report presents the results of a soils exploration, laboratory testing program, and geotechnical analysis for the proposed 19038A Port Avenue Water Line Replacement project in Corpus Christi, Texas. Authorization The work for this project was performed in accordance with RETL proposal number P051820A dated May 18, 2020. The scope of work and fee was approved by the City of Corpus Christi by execution and provision of Task Order No. 19 on June 8, 2020. Task Order No. 19 contains the referenced RETL proposal P051820A and is a work directive under the Master Services Agreement for Geotechnical and Construction Materials Testing, dated July 31 , 2019, by and between the City of Corpus Christi and RETL. Task Order No. 19 was delivered to our office via email transmission. Purpose and Scope The purpose of this exploration was to evaluate the soil and groundwater conditions at the site and to provide pavement and subsurface profile information, and recommendations regarding utility trench excavation and backfill for the proposed project. The scope of the exploration and analysis included the subsurface exploration, field and laboratory testing, engineering analysis and evaluation of the subsurface soils, provision of subsurface profile information, recommendations regarding utility trench excavation and backfill, and preparation of this report. The scope of services included performing eight exploratory borings at the locations as discussed in this report. The scope of services did not include an environmental assessment. Any statements in this report, or on the boring logs, regarding odors, colors, unusual or suspicious items or conditions are strictly for the information of the client. Project Description Based on information provided to RETL, the project will include the removal and replacement of an existing 16-inch water line beneath South Port Avenue and extending from near Horne Road to Baldwin Boulevard. The 16-inch water line is located approximately 4 to 5 feet below the existing pavement grades along the west side of South Port Avenue and approximately 3 feet from the existing curb. However, the existing waterline at two locations near the Crosstown Expressway is present at depths of 7 to 8 feet below the ground surface The existing water line that will be removed consists of cast iron pipe, and the new waterline will consist of flexible PVC pipe. Page 1 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas The entire water line removal and replacement project will include approximately 7,660 liner feet, extending from approximate Station 00+56 to Station 77+30. The majority of the replacement will consist of conventional trenching, while approximately 1 ,030 linear feet will be installed using 24-inch casing by Horizontal Directional Drilling (HDD). The HDD section of the water line will be between approximate Station 34+00 and 44+00. The project will also include tie-ins to existing 6, 8 and 12-inch lateral mains by conventional trenching and backfill. General The exploration and analysis of the subsurface conditions reported herein are considered sufficient in detail and scope to provide soil profile information and trench excavation and backfill recommendations for the proposed project. The information submitted for the proposed project is based on project details provided by the City of Corpus Christi and the soil information obtained at the boring locations. If the designers require additional soil parameters, and this information can be obtained from the soil data and laboratory tests performed within the scope of work included in our proposal for this project, RETL will provide the additional information requested as a supplement to this report. The Geotechnical Engineer states that the findings, recommendations, specifications or professional advice contained herein have been presented after being prepared in a manner consistent with that level of care and skill ordinarily exercised by reputable members of the Geotechnical Engineer's profession practicing contemporaneously under similar conditions in the locality of the project. RETL operates in general accordance with "Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction, (ASTM D3740)." No other representations are expressed or implied, and no warranty or guarantee is included or intended. This report has been prepared for the exclusive use of the City of Corpus Christi and the project design team for the specific application for the proposed 19038A Port Avenue Water Line Replacement project, generally located between Horne Road and Baldwin Boulevard, in Corpus Christi, Texas. DESCRIPTION OF SITE The proposed water line replacement project, relative to this study and report, is located along the west side of South Port Avenue, generally between its intersections with Horne Road and Baldwin Boulevard, in Corpus Christi, Texas. The water line is located beneath South Port Avenue, approximately 3 feet from the existing toe of curb. The site at all of the explored locations is relatively flat and level and the surface is covered with asphalt pavement. Both overhead and below-grade utilities were observed to be present along the entire route of the water line. Page 2 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas FIELD EXPLORATION Scope The field exploration, to evaluate the engineering characteristics of the subsurface materials, included reconnaissance of the project site, coring of the existing pavement, performing the boring operations and obtaining relatively undisturbed Shelby tube samples and disturbed split spoon samples. During the sample recovery operations, the thickness of the pavement and underlying base materials were measured, while the subgrade soils encountered to the boring termination depths of 10 and 50 feet were classified and recorded on the boring logs in accordance with "Standard Guide for Field Logging of Subsurface Exploration of Soil and Rock, (ASTM D5434)." Eight borings were performed at this site for the purpose of providing geotechnical information. The table below provides the boring identification, boring depth, relative location of the boring and Global Positioning System (GPS) coordinates at the boring location. Summary of Boring Information Boring Depth (ft) Station GPS Coordinates B-1 10 4+00 N 27.75335° W 97.42014° B-2 10 14+00 N 27.75618° W 97.42019° B-3 10 24+00 N 27.75890° W 97.42023° B-4 50 34+00 N 27.76166° W 97.42026° B-5 50 44+00 N 27.76443° W 97.42032° B-6 10 54+00 N 27.76715° W 97.42035° B-7 10 64+00 N 27.76995° W 97.42039° B-8 10 74+00 N 27.77275° W 97.42043° The GPS coordinates were obtained at the boring locations using a Garmin eTrex model GPS and are provided in this report and on the boring logs. The City of Corpus Christi determined the scope of the field work. RETL staked the borings in the field and performed the drilling operations. Upon completion of the drilling operations and obtaining the groundwater observations, the boreholes were backfilled with excavated soil and the surface was repaired with cold-patch asphalt. Boring Location Plans are provided in the Appendix. The borings performed for this project were used to determine the classification and strengths of the subgrade soils. The information provided on the boring logs include the boring location, depth, soil classifications, soil strengths, and laboratory test results. The boring logs are included in the Appendix. Page 3 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas Drilling and Sampling Procedures At the boring locations, the pavement constituents were cored using a diamond core barrel until subgrade soils were encountered. After coring, the pavement constituents were removed and measured for thickness. A drill rig equipped with a rotary head turning hollow stem and solid stem augers was used to advance the borings to termination depths of 10 and 50 feet. Disturbed samples were obtained employing split-barrel sampling procedures in general accordance with the procedures for "Penetration Test and Split-Barrel Sampling of Soils, (ASTM D1586)". Relatively undisturbed samples were obtained using thin-wall tube sampling procedures in accordance with the procedures for"Thin Walled Tube Sampling of Soils, (ASTM D1587)." The samples obtained by this procedure were extruded by a hydraulic ram and classified in the field. The samples were placed in plastic bags, marked according to boring numbers, depths, and any other pertinent field data, stored in special containers, and delivered to the laboratory for testing. Field Tests and Observations Standard Penetration Tests (SPT) — During the sampling procedures, standard penetration tests (SPT) were performed to obtain the standard penetration value of the soil at selected intervals. The standard penetration value (N) is defined as the number of blows of a 140-pound hammer, falling 30 inches, required to advance the split-barrel sampler 1 foot into the soil. The sampler is lowered to the bottom of the previously cleaned drill hole and advanced by blows from the hammer. The number of blows is recorded for each of three successive 6-inch penetrations. The "N" value is obtained by adding the second and third 6-inch increment number of blows. The drill rig utilized an automatic hammer when performing SPT. An automatic hammer is usually taken as having an efficiency of one. The results of standard penetration tests indicate the relative density of cohesionless soils and comparative consistency of cohesive soils, thereby providing a basis for estimating the relative strength and compressibility of the soil profile components. Water Level Observations — Water level observations were obtained during the test boring operations. Water level observations are noted on the boring logs provided in the Appendix. In relatively pervious soils, such as sands, the indicated depths are usually reliable groundwater levels. In relatively impervious soils, a suitable estimate of the groundwater depth may not be possible, even after several days of observation. Seasonal variations, temperature, land-use, proximity to water bodies and recent rainfall conditions may influence the depth to the groundwater. The amount of water in open boreholes largely depends on the permeability of the soils encountered at the boring locations. Ground Surface Elevations —The ground surface elevations at the boring locations were not provided at the time of this report. Therefore, the depths referred to in this report are measured from the pavement surface at the boring locations during the time of our field investigation unless specified otherwise. Page 4 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas LABORATORY TESTING PROGRAM In addition to the field investigation, a laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials. The laboratory testing program included supplementary visual classification (ASTM D2487) and water content tests (ASTM D2216) on the samples. In addition, selected samples were subjected to Atterberg limits tests (ASTM D4318) and percent material finer than the #200 sieve tests (ASTM D1140). Estimated soil strengths of cohesive soil samples were obtained using a hand penetrometer. The laboratory testing program was conducted in general accordance with applicable ASTM Specifications. The results of these tests are to be found on the accompanying boring logs provided in the Appendix. In addition to the laboratory testing of the physical properties of the soils as discussed above, analytical testing of selected soil samples was performed by a third party, independent testing laboratory. The samples sent for analytical testing were tested for pH, resistivity, soluble sulfates and soluble chlorides. The report of the analytical testing is presented in the Appendix. A summary of the samples selected for analytical testing and the corresponding test results are indicated in the table below. Summary of Analytical Testing Sample Resistivity Sulfate Chloride Boring Depth (ft) pH (ohm-m) (mg/kg) (mg/kg) B-1 3.5 -5 7.9 19 92 100 B-3 3.5 -5 8.3 7.4 720 74 B-5 6 -7.5 7.9 2.4 8,100 1,300 B-7 3.5 -5 7.8 5.7 6,800 27 SUBSURFACE CONDITIONS General The types of subsurface materials encountered in the test borings have been visually classified and are described in detail on the boring logs. The results of the standard penetration tests, strength tests, water level observations, and other laboratory tests are presented on the boring logs. Representative samples of the soils were placed in polyethylene bags and are now stored in the laboratory for further analysis, if desired. Unless notified to the contrary, the samples will be disposed of three months after issuance of this report. The stratification of the soil, as shown on the boring logs, represent the soil conditions at the actual boring locations. Variations may occur between or beyond the boring locations. Lines of demarcation represent the approximate boundary between different soil types, but the transition may be gradual, or not clearly defined. Page 5 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas It should be noted that, whereas the test borings were drilled and sampled by experienced drillers, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fill. Existing Pavement Conditions The description and thicknesses of the existing pavement constituents encountered at the boring locations are provided in the table below. Existing Pavement Constituents Boring HMAC Base Material Base Material Properties Number Thickness Thickness (Inches) (Inches) Material Type LL PI -#200 B-1 9.75 2.25 Clayey Sand --- --- --- B-2 8.5 4.5 Clayey Sand --- --- --- B-3 7.5 4.5 Clayey Sand with Aggregate 27 19 8 B-4 7.5 4.5 Clayey Sand with Aggregate --- --- --- B-5 5.25 4.5 Clayey Sand with Aggregate 19 15 4 and Shell B-6 8 5 Clayey Sand with Aggregate --- --- --- - 8 4 Clayey Sand --- --- --- B-8 8 5 Clayey Sand with Aggregate 32 20 12 Soil Conditions The subgrade soils immediately below the existing pavement base materials were tested using a phenolphthalein solution. Phenolphthalein is a chemical compound that can be used as an indicator of the presence of lime, as it turns colorless in acidic solutions and pink in basic solutions. Based upon the phenolphthalein testing on the subgrade at each boring location, it appears that lime is not present in the subgrade soils at any of the boring locations. The generalized soil conditions encountered beneath the existing pavement constituents at the project site have been summarized and soil properties including soil classification, undrained shear strength, angle of internal friction and effective unit weight are provided in the following tables. Page 6 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas Soil Profile Table— Boring B-1 D Description LL PI C ye 4200 N P 1 -5 CLAYEY Sand and 40 26 650 0 115 61 5 1.0 Lean CLAY 5 - 10 Lean CLAY --- --- 1,500 0 120 --- --- 2.0-3.0 Soil Profile Table—Borings B-2 and B-3 D Description LL PI C ye 4200 N P 1 -3 Fat CLAY and Lean 54 36 450 0 115 70 3 -4 --- CLAY 3 -6 Fat CLAY 51 - 55 35 -39 650 0 115 71 - 79 --- 1.0 6 - 10 Fat CLAY --- --- 1,000 0 120 --- --- 1.5 Soil Profile Table— Borings B-4 D Description LL PI C ye 4200 N P 1 -6 Lean CLAY 46 23 400 0 115 --- 2 -4 --- 6 - 11 Fat CLAY 59 37 800 0 115 --- --- 1.0- 1.5 11 - 17 Fat CLAY 62 42 1,500 0 120 --- --- 2.0-2.5 17 -23 Lean CLAY and 39 25 11700 0 120 59 14 --- CLAYEY Sand 23 -27 CLAYEY Sand --- --- 1,000 0 60 --- --- 1.5 27 -47 Poorly Graded SAND --- _ 0 33 55 8 - 30 18-32 and Silty SAND 47 -50 Fat CLAY --- --- 1,500 1 0 60 --- 12 --- Soil Profile Table— Borings B-5 D Description LL PI C ye 4200 N P 1 -6 Lean CLAY and Fat 60 40 1,800 0 115 79 16 2.5 CLAY 6 -8 Lean CLAY --- --- 1,000 0 115 --- --- 1.5 8 - 13 Fat CLAY 62 42 1,800 0 120 --- --- 2.5-3.0 13 - 18 Lean CLAY 32 18 1,300 0 120 51 --- 2.0 18 -22 CLAYEY Sand --- --- 750 0 60 --- 6 --- 22 -33 -- 22 -33 Silty SAND --- --- 0 33 55 --- 19-28 --- 33 -42 -- 33 -42 Fat CLAY and 55 36 2,300 0 60 80 19 3.5 CLAYEY Sand 42 -50 Fat CLAY --- --- 1,400 0 60 --- 11-12 --- Page 7 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas Soil Profile Table— Boring B-6 D Description LL PI C ye 4200 N P 1 -6 Fat CLAY 72 47 300 0 115 88 2 0.5 6 - 10 Fat CLAY --- --- 1,500 0 120 --- --- 2.0-2.5 Soil Profile Table— Boring B-7 D Description LL PI C ye 4200 N P 1 -6 Fat CLAY 52 29 500 0 115 67 4 1.0 6 -8 Lean CLAY 40 28 150 0 115 65 1 --- 8 - 10 -- 8 - 10 Fat CLAY --- --- 2,000 0 120 --- --- 3.0 Soil Profile Table— Boring B-8 D Description LL PI C ye 4200 N P 1 -5 Fat CLAY 66 48 350 0 115 72 3 0.5 5 -9 Poorly Graded SAND --- _ 0 29 115 10 5 -8 and Silty SAND 9 - 10 Fat CLAY --- --- 1,000 0 120 --- --- Where: D = Depth, feet Ye = Effective soil unit weight, pcf LL = Liquid limit (%) 4200 = Material passing #200 sieve, % PI = Plasticity index N= Standard penetration test, blows per foot C = Soil Cohesion, psf(undrained) P = Hand penetrometer value range, tsf � =Angle of Internal Friction, deg. (undrained) Detailed descriptions of the soils encountered at the boring locations are provided on the boring logs included in the Appendix. Groundwater Observations Groundwater (GW) observations and the depths the borings caved are provided in the following table. Page 8 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas Groundwater(GW) Observations Boring During Drilling Upon Completion B-1* Dry Dry and Open B-2* Dry Dry and Open B-3* Dry Dry and Open B-4 GW at 23.5 Feet Not Measured B-5 GW at 18.5 Feet GW at 10 Feet and Caved at 20 Feet B-6* Dry Dry and Open B-7* Dry Dry and Open B-8* Dry Dry and Open 'Borings terminated at a depth of 10 feet. Water levels in open boreholes may require several hours to several days to stabilize depending on the permeability of the soils and that groundwater levels at this site may be subject to seasonal conditions, recent rainfall, tide levels and drought or temperature effects and proximity to large bodies of water. OSHA Soil Type Classification The table below provides a summary of the OSHA Soil Type Classification based on the soils encountered at the boring locations. OSHA SOIL TYPE CLASSIFICATION —Boring B-1 Depth 0 h Soil (feet) Description Type Classification Clay Above the Water Table 0 - 10 (Est. Average Undrained Shear Strength is Greater than 500 psf) Type B OSHA SOIL TYPE CLASSIFICATION — Borings B-2 and B-3 Depth 0 h Soil (feet) Description Type Classification 0 -3 Clay Above the Water Table Type C (Est. Average Undrained Shear Strength is Less than 500 psf) yp 3 - 10 Clay Above the Water Table Type B (Est. Average Undrained Shear Strength is Greater than 500 psf) Page 9 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas OSHA SOIL TYPE CLASSIFICATION —Boring B-4 Depth 0 h Soil (feet) Description Type Classification Clay Above the Water Table 0 -6 (Est. Average Undrained Shear Strength is Less than 500 pso Type C Clay Above the Water Table 6 -20 (Est. Average Undrained Shear Strength is Greater than 500 pso Type B OSHA SOIL TYPE CLASSIFICATION —Boring B-5 Depth 0 h Soil (feet) Description Type Classification Clay Above the Water Table 0 - 18 (Est. Average Undrained Shear Strength is Greater than 500 pso Type B 18 -20 Clay Below the Water Table Type C OSHA SOIL TYPE CLASSIFICATION —Boring B-6 Depth 0 h Soil (feet) Description Type Classification Clay Above the Water Table 0 -6 (Est. Average Undrained Shear Strength is Less than 500 pso Type C Clay Above the Water Table 6 - 10 (Est. Average Undrained Shear Strength is Greater than 500 pso Type B OSHA SOIL TYPE CLASSIFICATION —Boring B-7 Depth 0 h Soil (feet) Description Type Classification Clay Above the Water Table 0 -8 (Est. Average Undrained Shear Strength is Less than 500 pso Type C Clay Above the Water Table 8 - 10 (Est. Average Undrained Shear Strength is Greater than 500 pso Type B Page 10 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas OSHA SOIL TYPE CLASSIFICATION —Boring B-8 Depth 0 h Soil (feet) Description Type Classification Clay Above the Water Table 0 -5 (Est. Average Undrained Shear Strength is Less than 500 psf) Type C 5 -9 Non-Cohesive Soils (Sand) Above the Water Table Type C Clay Above the Water Table 9 - 10 (Est. Average Undrained Shear Strength is Greater than 500 psf) Type B If groundwater levels at the time of construction are at depths shallower than encountered at the time of this study and indicated herein, all soils below the groundwater should be classified as Type C soils. 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 jobsite. Slope protection for excavations greater than 20 feet need to be designed and sealed by a professional engineer registered in the State of Texas. The maximum allowable slopes during construction for soil OSHA soil types are provided in the following table. Guidelines for Maximum Allowable Slopes Soil or Rock Type Max. Allow. Slopes for Excavations < Than 20' Deep Stable Rock Vertical Type A 3/ Horizontal : 1 Vertical Type B 1 Horizontal : 1 Vertical Type C 1 Y2 Horizontal : 1 Vertical Guidelines for maximum allowable slopes were obtained from OSHA documents, but do not take into account any recent revisions or the stability of long-term unprotected slopes. Long term unprotected slopes will likely require much flatter slopes. The guidelines presented herein for slopes do not imply RETL is taking responsibility for construction site safety; this responsibility falls entirely upon the contractor and his responsible person. RETL is assuming that the contractor will comply with all rules, ordinances and other requirements to comply with safe construction practices. CONSTRUCTION CONSIDERATIONS Pavement Repair Recommendations The utility trench repairs shall be performed in accordance with the City of Corpus Christi "WATER STANDARD DETAILS" page 1 of 4, "Typ. Pipe Trenching, Bedding and Backfill for Waterline" and "General Notes for Backfill" for repairs in paved areas. The thickness of the HMAC is not specified on the referenced standard therefore the thickness of HMAC at all utility trench repair areas shall be, at minimum, equal to the existing HMAC thickness at the respective location. Hot mix asphaltic concrete should meet the requirements set forth in TxDOT Item 340; Type D, or C, surface course. Page 11 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas Secondary or final backfill materials (greater than 12 inches above the pipe) should be placed in maximum 8-inch thick loose lifts and compacted to a minimum density of 95 percent of the maximum dry density, as determined by the standard Proctor (ASTM D698), and the moisture content should be maintained between optimum moisture and "+3"-percentage points of the optimum moisture content. Bedding materials and initial backfill (to 12 inches above the pipe) should be placed in accordance with the pipe manufacturers recommendations. Earthwork and Subgrade Acceptance Exposure to the environment may weaken the soils if excavations remain open for long periods of time. RETL recommends that provision for proper drainage during and after construction are designed and implemented. Therefore, it is recommended that all excavations be extended to final grade and the utilities, boxes, and manholes be installed as soon as possible to minimize potential damage to the bearing soils. The bearing level should be free of loose soil, ponded water or debris and should be observed by the Geotechnical Engineer, or his designated representative. Pavement constituents, bedding materials and backfill materials should not be placed on soils that have been disturbed by rainfall or seepage. If the bearing soils are softened by surface water intrusion, or by desiccation, the unsuitable soils must be removed from the excavation and replaced with properly compacted fill. The Geotechnical Engineer or his designated representative shall monitor and test for compliance to project plans and specifications the placement of all backfill and pavement constituents. One in-place density test should be performed per 200 linear feet or per 3,000 square feet for each lift of fill. Any areas not meeting the required compaction shall be recompacted and retested until compliance is met. Utilities Utilities should be designed with either some degree of flexibility, or with sleeves, in order to prevent damage to these lines should vertical movement occur. GENERAL COMMENTS If significant changes are made in the character or location of the proposed project, a consultation should be arranged to review any changes with respect to the prevailing soil conditions. At that time, it may be necessary to submit supplementary recommendations. It is recommended that the services of RETL be engaged to test and evaluate the soils in the excavations prior to backfilling or placing pavement constituents in order to verify that the bearing soils are consistent with those encountered in the borings. RETL cannot accept any responsibility for any conditions that deviate from those described in this report, nor for the performance of the trench backfill or pavement repairs if not engaged to also provide construction observation and testing for this project. If it is required for RETL to accept any liability, then RETL must agree with the plans and perform such observation during construction as we recommend. Page 12 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job Number: G120315 Corpus Christi, Texas All sheeting, shoring, and bracing of trenches, pits and excavations should be made the responsibility of the contractor and should comply with all current and applicable local, state and federal safety codes, regulations and practices, including the Occupational Safety and Health Administration. Page 13 of 13 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 tyG,ta rf,� GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING&TESTING 'QqX a�4a • SOILS •ASPHALT•CONCRETE °'pr a SITE VICINITY MAP 544 665 6 r t 8fi August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn.: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job No.: G120315 Corpus Christi, Texas ROCK ENGINEERING& TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office: 512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 www.rocktesting.com DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 tyG,ta rf,� GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING&TESTING 'QqX a�4a • SOILS •ASPHALT•CONCRETE °'pr a BORING LOCATION PLAN 1 4 ap y i:. r 28 August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn.: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job No.: G120315 Corpus Christi, Texas ROCK ENGINEERING& TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office: 512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 www.rocktesting.com DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 tyG,ta rf,� GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING&TESTING 'QqX a�4a • SOILS •ASPHALT•CONCRETE °'pr a BORING LOCATION PLAN 2 Y- 4� w R n s� a� .. J 2$6 k s L r I August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn.: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job No.: G120315 Corpus Christi, Texas ROCK ENGINEERING& TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office: 512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 www.rocktesting.com DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 tyG,ta rf,� GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING&TESTING 'QqX a�4a • SOILS •ASPHALT•CONCRETE °'pr a BORING LOCATION PLAN 3 tom. a4 4 a. $y C P �a 8$ August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn.: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job No.: G120315 Corpus Christi, Texas ROCK ENGINEERING& TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office: 512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 www.rocktesting.com DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 tyG,ta rf,� GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING&TESTING 'QqX a�4a • SOILS •ASPHALT•CONCRETE °'pr a BORING LOCATION PLAN 4 w August 11, 2020 19038A PORT AVENUE WATER LINE REPLACEMENT Attn.: Ms. Sandra L. Gomez, P.E. Horne Road to Baldwin Boulevard RETL Job No.: G120315 Corpus Christi, Texas ROCK ENGINEERING& TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office: 512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 www.rocktesting.com DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-'I SHEET 1 of 1 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/24/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Dry and Open upon completion of drilling. Lu z }— in J LLLL LL LL 0 J F } U- � p m z �oa� Lu �_ H H U) O cn H O O Lu Lu �rnrnz > > Q Q w p M z - z a moo° o a a } o z SURFACE ELEVATION: N/A O) o � � z a[c7 2 LL PL PI o a ov of t 2 DESCRIPTION OF STRATUM ASPHALT, approximately 9.75 inches BASE, approximately 2.25 inches, Clayey Sand, with SS N=5 23 aggregate, brown, moist, caliche. S-1 CLAYEY SAND, dark brown, moist, firm. ----- ---- ---- -- ------ -------------------------------- SH — -- ------------------------------ SH s-2 P=1.0 22 40 14 26 61 SANDY LEAN CLAY, brown, moist, firm. (CL) 5 SH P=3.0 18 Same as above, stiff. S-3 SH S-4 P=2.0 18 Same as above. 10 Boring was terminated at a depth of 10 feet. 0 a 0 c� J LU YI U O Ira c� N M O N o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: m, Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates 0 P - POCKET PENETROMETER RESISTANCE No 27.75335 W°97.42014 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-2 SHEET 1 of 1 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/23/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Dry and Open upon completion of drilling. Lu z }— in J LLLL LL LL 0 J F } U- � p m z �oa� Lu �_ H H U) O cn H O O Lu Lu �rnrnz > > Q Q w p M z - z a moo° o a a } o z SURFACE ELEVATION: N/A O) o � � z a�a 2 LL PL PI o a ov of t 2 DESCRIPTION OF STRATUM ASPHALT, approximately 8.5 inches BASE, approximately 4.5 inches, Clayey Sand, with SS N=3 25 54 18 36 70 aggregate, brown, moist, caliche. S-1 SANDY FAT CLAY, dark gray, moist, soft. (CH) ----- ———— ———— -- -- -- ------------------------------ SH s-2 P=1.0 25 51 16 35 71 FAT CLAY WITH SAND, dark gray and brown, firm. (CH) 5 SH P=1.5 22 Same as above, brown. S-3 SH S-4 P=1.5 21 Same as above, brown, moist, firm. 10 Boring was terminated at a depth of 10 feet. 0 a 0 c� J LU YI U O Ira c� N M O N o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: m, Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates 0 P - POCKET PENETROMETER RESISTANCE No 27.75618 W°97.42019 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-3 SHEET 1 of 1 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/23/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Dry and Open upon completion of drilling. Lu z }— in J LLLL LL LL 0 J F } U- � p m z �oa� Lu �_ H H U) O cn H O O Lu Lu �rncnz > > Q Q Lu 0 z z a moo° o a n- } z z SURFACE ELEVATION: N/A O) o � � z a�0 LL PL PI o a ov of t 2 F DESCRIPTION OF STRATUM ASPHALT, approximately 7.5 inches 14 BASE, approximately 4.5 inches, Clayey Sand, with Ss aggregate, brown, moist. S-1 N=4 20 LEAN CLAY, dark gray, moist, soft. ----- ———— ———— -- -- -- ------------------------------ SH s-2 P=1.0 26 55 16 39 79 FAT CLAY WITH SAND, dark gray and brown, moist, firm. 5 (CH) SH P=1.5 19 Same as above, brown, firm. S-3 SH S-4 P=1.5 22 Same as above. 10 Boring was terminated at a depth of 10 feet. 0 a 0 c� J LU YI U O Ira c� N M O N o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: m, Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates 0 P - POCKET PENETROMETER RESISTANCE No 27.75890 w°97.42023 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-4 SHEET 1 of 2 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/24/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Hollow Stem Auger LIMITS X GROUNDWATER INFORMATION: w z w Groundwater(GW)was encountered at a depth of 23.5 feet during drilling. Lu z }— in J LLLL LL LL 0 J F } U- � p m z �OOO Lu �_ H H U) U cn H (� O Lu Lu �rncnz > > Q Q Lu 0 z z a moo° o a n- } z z SURFACE ELEVATION: N/A Lu of of z a�(7 2 LL PL PI o a of t 2 F DESCRIPTION OF STRATUM ASPHALT, approximately 7.5 inches 18 BASE, approximately 4.5 inches, Clayey Sand, with SS aggregate, brown, moist, caliche. S-1 N=4 27 46 23 23 LEAN CLAY, dark gray, moist, soft. (CL) SS s-2 N=2 32 Same as above,very soft. 5 ------------------------------------------------------------- SH ---- ---- ---- -- -- -- ------------------------------ SH P=1.5 28 59 22 37 FAT CLAY, brown, moist, firm. (CH) S-3 SH S-4 P=1.0 26 Same as above. 10 SH P=2.0 28 62 20 42 Same as above, brown and greenish light gray, stiff. (CH) S-5 SH S-6 P=2.5 29 FAT CLAY,brown and greenish light gray, stiff. 15 ----- ———— ———— -- -- -- ------------------------------ ss N=14 17 39 14 25 59 SANDY LEAN CLAY, with calcareous, greenish gray, moist, o: 20 S-7 stiff. (CL) 0 J F O. fr. a : . S 8 P=1.5 19 CLAYEY SAND, greenish gray, moist, firm. 25 o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: m, Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates P - POCKET PENETROMETER RESISTANCE No 27.76166 W°97.42026 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-4 SHEET 2 of 2 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/24/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Hollow Stem Auger LIMITS X GROUNDWATER INFORMATION: w z w Groundwater(GW)was encountered at a depth of 23.5 feet during drilling. Lu z }— in J LLLL LL LL 0 J F } U- � p m z �OOO Lu H H U) U cn H (� 0 (� fn fn W U) Lu J F- o a 0000 a a o z a LU z o mF-� 0 } � � Q0 z U) o of of z a u 2 LL PL PI o a ov of t 2 DESCRIPTION OF STRATUM ---------------------- ---- -- -------------------------------- ss ---- ---- ---- -- -- -- ------------------------------ SS S-9 N=32 22 8 POORLY GRADED SAND WITH SILT, brown, moist, dense. 30 ss N=29 23 Same as above, medium. S-10 35 ----- ———— ———— -- -- -- ------------------------------ ss N=18 21 30 SILTY SAND, brown, moist, medium. S-11 40 SS N=27 20 Same as above. S-12 45 O.: ~ ————— J W YI U ss N=12 26 FAT CLAY, brown, moist, stiff. S-13 50 Boring was terminated at a depth of 50 feet. N M O N o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: m, Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates 0 P - POCKET PENETROMETER RESISTANCE No 27.76166 W°97.42026 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-5 SHEET 1 of 2 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/23/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Hollow Stem Auger LIMITS X GROUNDWATER INFORMATION: w p w Groundwater(GW)was encountered at a depth of 18.5 feet during drilling. Lu z ? F, GW at 10 feet and caved at 20 feet upon completion. Lu 0 LL 0 LL Lu Lu �rncnz > > Q Q W 0 z z F- moo° o a n- } z z SURFACE ELEVATION: N/A U) o of of z a u 2 LL PL PI o a ov of t 2 F DESCRIPTION OF STRATUM ASPHALT, approximately 5.25 inches 6 19 15 4 BASE, approximately 4.5 inches, Clayey Sand, with aggregate ss and shell, light brown, moist, caliche. S-1 N=16 29 LEAN CLAY, gray, moist, very stiff. ----- ———— ———— -- -- -- ------------------------------ SH s-2 P=2.5 22 60 20 40 79 FAT CLAY WITH SAND, brown, moist, stiff. (CH) 5 ------------------------------------------------------------- SH ---- ---- ---- -- -- -- ------------------------------ SH P=1.5 18 LEAN CLAY, brown, moist, firm. S-3 ------------------------------------------------------------- SH ---- ---- ---- -- -- -- ------------------------------ SH P=3.0 19 60 18 42 75 FAT CLAY WITH SAND, some calcareous, brown and s-a 10 IF greenish gray, moist, stiff. (CH) ------------------------------------------------------------- SH ---- ---- ---- -- -- -- ------------------------------ SH P=2.5 16 SANDY LEAN CLAY, with calcareous, brown and greenish S-5 gray, moist, stiff. SH S-6 P=2.0 18 32 14 18 51 Same as above. (CL) 15 ----- ———— ———— -- -- -- ------------------------------ ss N=6 17 CLAYEY SAND, brown and greenish gray, moist, firm. O S-7 N 20 O 0 J F W ----- ---- ---- -- -- -- ------------------------------ O : O.' Ir a . ss N=19 21 SITLY SAND, brown, moist, medium. N S-8 25 o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: Cal Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates 0 P - POCKET PENETROMETER RESISTANCE No 27.76443 W°97.42032 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-5 SHEET 2 of 2 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/23/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Hollow Stem Auger LIMITS X GROUNDWATER INFORMATION: w p w Groundwater(GW)was encountered at a depth of 18.5 feet during drilling. Lu z ? rn GW at 10 feet and caved at 20 feet upon completion. Lu 0 LL 0 LL Un Un w Un w F- a a 0zz0 a a o z a Lu z a mF-� p O z U) o of of z a u LL PL PI o a UU) t DESCRIPTION OF STRATUM SS N=28 26 Same as above. S-9 30 SH S-10 P=3.5 20 55 19 36 80 FAT CLAY WITH SAND, brown, moist, very stiff. (CH) 35 ----- ———— ———— -- -- -- ------------------------------ SSN=19 20 CLAYEY SAND, brown, moist, very stiff. 1 40 ----- ———— ———— -- -- -- ------------------------------ SS N=12 25 FAT CLAY, brown, moist, stiff. S-12 45 0 0 0 c� J W YI U ss N=11 27 Same as above. S-13 50 Boring was terminated at a depth of 50 feet. N M O N C7 C7 o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: Cal Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates 0 P - POCKET PENETROMETER RESISTANCE No 27.76443 W°97.42032 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-S SHEET 1 of 1 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/23/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Dry and Open upon completion of drilling. Lu z }— in J LLLL LL LL 0 J F } U- � p m z �oa� Lu �_ H H U) O cn H O O Lu Lu �rnrnz > > Q Q w p M z - z a moo° o a a } o z SURFACE ELEVATION: N/A O) o � � z a�a 2 LL PL PI o a of t 2 DESCRIPTION OF STRATUM ASPHALT, approximately 8 inches 16 BASE, approximately 5 inches, Clayey Sand,with aggregate, ss N=2 37 brown and dark gray, moist. S-1 FAT CLAY, dark gray, moist, soft. SH s-2 P=0.5 34 72 25 47 88 Same as above, some sand. (CH) 5 SH P=2.5 31 Same as above, brown, stiff. S-3 SH S-4 P=2.0 26 FAT CLAY, brown, moist, stiff. 10 Boring was terminated at a depth of 10 feet. 0 a 0 c� J LU YI U O Ira c� N M O N o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: m, Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates 0 P - POCKET PENETROMETER RESISTANCE No 27.76715 W°97.42035 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-7 SHEET 1 of 1 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/23/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Dry and Open upon completion of drilling. Lu z }— in J LLLL LL LL 0 J F } U- � p m z �oa� Lu �_ H H U) O cn H O O Lu Lu �rnrnz > > Q Q w p M z - z a moo° o a a } o z SURFACE ELEVATION: N/A o � � z a�a 2 LL PL PI o a ov of t 2 DESCRIPTION OF STRATUM ASPHALT, approximately 8 inches BASE, approximately 4 inches, Clayey Sand, brown and dark SS N=4 28 52 23 29 67 gray, moist. S-1 SANDY FAT CLAY, gray, moist, soft. (CH) SH s-2 P=1.0 28 Same as above, firm. 5 ------------------------------------------------------------- ss ---- ---- ---- -- -- -- ------------------------------ ss N=1 22 40 12 28 65 SANDY LEAN CLAY, brown, moist, very soft. (CL) S-3 ------------------------------------------------------------- SH ---- ---- ---- -- -- -- ------------------------------ SH S-4 P=3.0 21 FAT CLAY, brown and greenish gray, moist, stiff. 10 Boring was terminated at a depth of 10 feet. 0 a 0 c� J W YI U O Ira c� N M O N o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: m, Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates 0 P - POCKET PENETROMETER RESISTANCE No 27.76995 W°97.42039 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 LOG OF BORING B-8 SHEET 1 of 1 CLIENT: City of Corpus Christi �ti¢�a res Rock Engineering&Testing Lab. Inc PROJECT: 19038A Port Avenue Waterline Replacement 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas l&0 ' Telephone: 361-883-4555 NUMBER: G120315 Qgpo ore° Fax: 361-883-4711 DATE(S) DRILLED: 7/23/2020 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Dry and Open upon completion of drilling. Lu z }— in J LLLL LL LL 0 J F } U- � p m z �oa� Lu �_ H H U) O cn H O O Lu Lu �rnrnz > > Q Q w p M z - z a moo° o a a } o z SURFACE ELEVATION: N/A O) o � � z a�a 2 LL PL PI o a ov of t 2 DESCRIPTION OF STRATUM ASPHALT, approximately 8 inches BASE, approximately 5 inches, Clayey Sand,with aggregate, ss N=3 29 dark brown, moist. S-1 FAT CLAY WITH SAND, dark gray, moist, soft. SH S-2 P=0.5 28 66 18 48 72 Same as above, gray and brown. (CH) 5 ------------------------------------------------------------- ss ---- ---- ---- -- -- -- ------------------------------ ss N=8 13 10 POORLY GRADED SAND WITH SILT, brown, moist, loose. S-3 ----- ———— ———— -- -- -- ------------------------------ SS N=5 11 SILTY SAND, brown, moist, loose. 10 FAT CLAY, brown, moist, firm. Boring was terminated at a depth of 10 feet. 0 a 0 c� J W YI O O a c� N M O N o N - STANDARD PENETRATION TEST RESISTANCE REMARKS: ml Qc- STATIC CONE PENETROMETER TEST INDEX Drilling operations were performed by RETL at GPS Coordinates 0 P - POCKET PENETROMETER RESISTANCE No 27.77275 w°97.42043 o Tv- TORVANE SHEAR STRENGTH TEST J DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Rock Engineering&Testing Laboratory �ti fis 6817 Leopard Street Engineering&Testing Corpus Christi,TX 78409-1703 Telephone: 361-883-4555 tq&0 ��rO9y P�o Laboratory, Inc. Fax: 361-883-4711 o KEY TO SOIL CLASSIFICATION AND SYMBOLS UNIFIED SOIL CLASSIFICATION SYSTEM TERMS CHARACTERIZING SOIL MAJOR DIVISIONS SYMBOL NAME STRUCTURE GW little Well Graded Gravels or Gravel-Sand mixtures, SLICKENSIDED-having inclined planes of ' little or no fines weakness that are slick and glossy in appearance GRAVEL GP °�° Poorly Graded Gravels or Gravel-Sand mixtures, AND o p little or no fines FISSURED-containing shrinkage cracks, GRAVELLY frequently filled with fine sand or silt; usually SOILS GM ° Silty Gravels, Gravel-Sand-Silt mixtures more or less vertical LAMINATED(VARVED)-composed of thin layers of varying color and texture, usually grading from COARSE GC Clayey Gravels, Gravel-Sand-Clay Mixtures sand or silt at the bottom to clay at the top GRAINEDCRUMBLY-cohesive soils which break into small SOILS SW Well Graded Sands or Gravelly Sands, little or no fines blocks or crumbs on drying Poorly Graded Sands or Gravelly Sands, little or CALCAREOUS-containing appreciable quantities SAND SP no fines of calcium carbonate,generally nodular AND SANDY WELL GRADED-having wide range in grain sizes SOILS SM Silty Sands, Sand-Silt Mixtures and substantial amounts of all intermediate particle sizes SC Clayey Sands, Sand-Clay mixtures POORLY GRADED-predominantly of one grain size uniformly graded)or having a range of sizes with some intermediate size missing(gap or skip ML Inorganic Silts and very fine Sands, Rock Flour, graded) Silty or Clayey fine Sands or Clayey Silts SILTS Inorganic Clays of low to medium plasticity, SYMBOLS FOR TEST DATA AND CLAYS CL Gravelly Clays, Sandy Clays, Silty Clays, Lean Clays LL<50 _ — Groundwater Level Organic Silts and Organic Silt-Clays of low - (Initial Reading) FINE OL plasticity GRAINED 1 — Groundwater Level SOILS JH Inorganic Silts, Micaceous or Diatomaceous fine - (Final Reading) Sandy or Silty soils, Elastic Silts ' SILTS — Shelby Tube Sample AND CLAYS Inorganic Clays of high plasticity, Fat Clays LL>50 ® — SPT Samples Organic Clays of medium to high plasticity, Organic Silts m — Auger Sample Ji, Ji HIGHLY ORGANIC SOILS PT „ Peat and other Highly Organic soils n — Rock Core TERMS DESCRIBING CONSISTENCY OF SOIL COARSE GRAINED SOILS FINE GRAINED SOILS DESCRIPTIVE NO. BLOWS/FT. DESCRIPTIVE NO. BLOWS/FT. UNCONFINED TERM STANDARD PEN. TERM STANDARD PEN. COMPRESSION TEST TEST TONS PER SQ. FT. Very Loose 0-4 Very Soft <2 <0.25 Loose 4-10 Soft 2-4 0.25-0.50 Medium 10-30 Firm 4-8 0.50-1.00 Dense 30-50 Stiff 8-15 1.00-2.00 Very Dense over 50 Very Stiff 15-30 2.00-4.00 Hard over 30 over 4.00 Field Classification for"Consistency"is determined with a 0.25'diameter penetrometer DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 l DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 dr eurofins . Environment Testing America ANALYTICAL REPORT Eurofins TestAmerica, Corpus Christi 1733 N. Padre Island Drive Corpus Christi, TX 78408 Tel: (361)289-2673 Laboratory Job ID: 560-88463-1 Client Project/Site: S. Port Ave Waterline 7/29/20 For: Rock Engineering & Testing Lab., Inc. 6817 Leopard Street Corpus Christi, Texas 78409 Attn: Mr. Bobby Jemison Authorized for release by.- 81712020 y:8/7/2020 2:01:30 PM Bethany McDaniel, Senior Project Manager (713)358-2005 Bethany.McDaniel@Eurofinset.com LINKS ............ Review your project results through TOtd ACCEaSS Have a Question? &-� Ask J��e The test results in this report meet all 2003 NELAC, 2009 TNI,and 2016 TNI requirements for raccredited parameters,exceptions are noted in this report. This report may not be reproduced Expert except in full, and with written approval from the laboratory. For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. This report has been electronically signed and authorized by the signatory. Electronic signature is intended to be the legally binding equivalent of a traditionally handwritten signature. Visit us at: www.e !rt]finStS.0[amlEny Results relate only to the items tested and the sample(s)as received by the laboratory. DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Client: Rock Engineering&Testing Lab., Inc. Laboratory Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Table of Contents Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Eurofins TestAnnerica, Cor us Christi Page 2 of 16 8//2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Definitions/Glossary Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Qualifiers General Chemistry Qualifier Qualifier Description HF Field parameter with a holding time of 15 minutes.Test performed by laboratory at client's request. J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value. Glossary Abbreviation These commonly used abbreviations may or may not be present in this report. a Listed under the"D"column to designate that the result is reported on a dry weight basis %R Percent Recovery CFL Contains Free Liquid CFU Colony Forming Unit CNF Contains No Free Liquid DER Duplicate Error Ratio(normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit(DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction,or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration(Radiochemistry) EDL Estimated Detection Limit(Dioxin) LOD Limit of Detection(DoD/DOE) LOQ Limit of Quantitation(DoD/DOE) MCL EPA recommended"Maximum Contaminant Level" MDA Minimum Detectable Activity(Radiochemistry) MDC Minimum Detectable Concentration(Radiochemistry) MDL Method Detection Limit ML Minimum Level(Dioxin) MPN Most Probable Number MQL Method Quantitation Limit NC Not Calculated ND Not Detected at the reporting limit(or MDL or EDL if shown) NEG Negative/Absent POS Positive/Present PQL Practical Quantitation Limit PRIES Presumptive QC Quality Control RER Relative Error Ratio(Radiochemistry) RL Reporting Limit or Requested Limit(Radiochemistry) RPD Relative Percent Difference,a measure of the relative difference between two points TEF Toxicity Equivalent Factor(Dioxin) TEQ Toxicity Equivalent Quotient(Dioxin) TNTC Too Numerous To Count Eurofins TestAmerica, Corpus Christi Page 3 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Case Narrative Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Job ID: 560-88463-1 Laboratory: Eurofins TestAmerica, Corpus Christi ��Illluuii 11111r Narrative Job Narrative 560-88463-1 Comments No additional comments. Receipt The samples were received on 7/29/2020 2:38 PM; the samples arrived in good condition, and where required, properly preserved and on ice. The temperature of the cooler at receipt was 1.0°C. Receipt Exceptions The sample(s)was received at the laboratory without a sample collection time documented on the chain of custody or sample containers. General Chemistry Method 9045D:This analysis is normally performed in the field and has a method-defined holding time of 15 minutes. The following samples has been qualified with the"HF"flag to indicate analysis was performed in the laboratory outside the 15 minute timeframe: 131 S2 3.5-5(560-88463-1), B3 S2 3.5-5(560-88463-2), B5 S3 6-7.5(560-88463-3)and B7 S2 3.5-5(560-88463-4). Method 9056:The following samples were diluted due to the nature of the sample matrix:and to bring the concentration of target analytes within the calibration range: 131 S2 3.5-5(560-88463-1), B3 S2 3.5-5(560-88463-2), B5 S3 6-7.5(560-88463-3), and B7 S2 3.5-5 (560-88463-4). Elevated reporting limits(RLs)are provided. No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page. Organic Prep No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. Eurofins TestAmerica, Corpus Christi Page 4 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Detection Summary Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Client Sample ID: 131 S2 3.5-5 Lab Sample ID: 560-88463-1 Analyte Result Qualifier RL RL Unit Dil Fac D Method Prep Type pH 7.9 HF 0.1 0.1 SU 1 9045D Total/NA Resistivity 19 0.010 0.010 ohm-m 1 120.1 Soluble Chloride 100 J 120 6.1 mg/Kg 10 9056 Soluble Sulfate 92 J 120 12 mg/Kg 10 9056 Soluble Client Sample ID: B3 S2 3.5-5 Lab Sample ID: 560-88463-2 Analyte Result Qualifier RL RL Unit Dil Fac D Method Prep Type pH 8.3 HF 0.1 0.1 SU 1 9045D Total/NA Resistivity 7.4 0.010 0.010 ohm-m 1 120.1 Soluble Chloride 74 J 120 6.2 mg/Kg 10 9056 Soluble Sulfate 720 120 12 mg/Kg 10 9056 Soluble Client Sample ID: B5 S3 6-7.5 Lab Sample ID: 560-88463-3 Analyte Result Qualifier RL RL Unit Dil Fac D Method Prep Type pH 7.9 HF 0.1 0.1 SU 1 9045D Total/NA Resistivity 2.4 0.010 0.010 ohm-m 1 120.1 Soluble Chloride 1300 120 6.0 mg/Kg 10 9056 Soluble Sulfate 8100 120 12 mg/Kg 10 9056 Soluble Client Sample ID: B7 S2 3.5-5 Lab Sample ID: 560-88463-4 Analyte Result Qualifier RL RL Unit Dil Fac D Method Prep Type pH 7.8 HF 0.1 0.1 SU 1 9045D Total/NA Resistivity 5.7 0.010 0.010 ohm-m 1 120.1 Soluble Chloride 27 J 130 6.6 mg/Kg 10 9056 Soluble Sulfate 6800 130 13 mg/Kg 10 9056 Soluble This Detection Summary does not include radiochemical test results. Eurofins TestAmerica, Corpus Christi Page 5 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Client Sample Results Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Client Sample ID: 131 S2 3.5-5 Lab Sample ID: 560-88463-1 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 General Chemistry Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac pH 7.9 HF 0.1 0.1 SU 07/30/2015:00 1 Percent Moisture 17.6 0.1 0.1 % 07/29/20 15:44 1 Percent Solids 82.4 0.1 0.1 % 07/29/20 15:44 1 General Chemistry-Soluble Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac Resistivity 19 0.010 0.010 ohm-m 08/07/2010:50 1 Client Sample ID: 131 S2 3.5-5 Lab Sample ID: 560-88463-1 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Percent Solids: 82.4 General Chemistry-Soluble Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Chloride 100 J 120 6.1 mg/Kg 07/31/2021:09 10 Sulfate 92 J 120 12 mg/Kg 07/31/20 21:09 10 Client Sample ID: B3 S2 3.5-5 Lab Sample ID: 560-88463-2 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 General Chemistry Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac pH 8.3 HF 0.1 0.1 SU 07/30/2015:00 1 Percent Moisture 19.6 0.1 0.1 % 07/29/20 15:44 1 Percent Solids 80.4 0.1 0.1 % 07/29/20 15:44 1 General Chemistry-Soluble Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac Resistivity 7.4 0.010 0.010 ohm-m 08/07/2010:50 1 Client Sample ID: B3 S2 3.5-5 Lab Sample ID: 560-88463-2 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Percent Solids: 80.4 General Chemistry-Soluble Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Chloride 74 J 120 6.2 mg/Kg 07/31/2021:42 10 Sulfate 720 120 12 mg/Kg 07/31/2021:42 10 Client Sample ID: B5 S3 6-7.5 Lab Sample ID: 560-88463-3 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 General Chemistry Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac pH 7.9 HF 0.1 0.1 SU 07/30/2015:00 1 Percent Moisture 16.5 0.1 0.1 % 07/29/20 15:44 1 Percent Solids 83.5 0.1 0.1 % 07/29/20 15:44 1 Eurofins TestAmerica, Corpus Christi Page 6 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Client Sample Results Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Client Sample ID: B5 S3 6-7.5 Lab Sample ID: 560-88463-3 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 General Chemistry-Soluble Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac Resistivity 2.4 0.010 0.010 ohm-m 08/07/2010:50 1 Client Sample ID: B5 S3 6-7.5 Lab Sample ID: 560-88463-3 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Percent Solids: 83.5 General Chemistry-Soluble Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Chloride 1300 120 6.0 mg/Kg 07/31/2022:16 10 Sulfate 8100 120 12 mg/Kg 07/31/2022:16 10 Client Sample ID: B7 S2 3.5-5 Lab Sample ID: 560-88463-4 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 General Chemistry Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac pH 7.8 HF 0.1 0.1 SU 07/30/2015:00 1 Percent Moisture 23.7 0.1 0.1 % 07/29/20 15:45 1 Percent Solids 76.3 0.1 0.1 % 07/29/20 15:45 1 General Chemistry-Soluble Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac Resistivity 5.7 0.010 0.010 ohm-m 08/07/2010:50 1 Client Sample ID: B7 S2 3.5-5 Lab Sample ID: 560-88463-4 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Percent Solids: 76.3 General Chemistry-Soluble Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Chloride 27 J 130 6.6 mg/Kg 07/31/2022:50 10 Sulfate 6800 130 13 mg/Kg 07/31/2022:50 10 Eurofins TestAmerica, Corpus Christi Page 7 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 QC Sample Results Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Method: 120.1 - Conductivity, Specific Conductance Lab Sample ID: MB 560-177122/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Soluble Analysis Batch: 177123 MB MB Analyte Result Qualifier RL RL Unit D Prepared Analyzed Dil Fac Resistivity 0.010 0.010 ohm-m 08/07/2010:50 1 Lab Sample ID: 560-88463-1 DU Client Sample ID: B1 S2 3.5-5 Matrix: Solid Prep Type: Soluble Analysis Batch: 177123 Sample Sample DU DU RPD Analyte Result Qualifier Result Qualifier Unit D RPD Limit Resistivity 19 18.5 ohm-m 0 20 Method: 9045D - pH Lab Sample ID: LCS 560-176869/2 Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Total/NA Analysis Batch: 176869 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits pH 5.00 5.0 SU 100 98-102 Method: 9056 -Anions, Ion Chromatography Lab Sample ID: MB 560-176868/1-A Client Sample ID: Method Blank Matrix: Solid Prep Type: Soluble Analysis Batch: 176932 MB MB Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac Chloride <0.50 10 0.50 mg/Kg 07/31/2016:03 1 Sulfate <1.0 10 1.0 mg/Kg 07/31/2016:03 1 Lab Sample ID: LCS 560-176868/2-A Client Sample ID: Lab Control Sample Matrix: Solid Prep Type: Soluble Analysis Batch: 176932 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Chloride 100 100 mg/Kg 100 80-120 Sulfate 200 199 mg/Kg 99 80-120 Eurofins TestAmerica, Corpus Christi Page 8 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 QC Association Summary Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 General Chemistry Analysis Batch: 176814 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 560-88463-1 B1 S2 3.5-5 Total/NA Solid Moisture 560-88463-2 B3 S2 3.5-5 Total/NA Solid Moisture 560-88463-3 B5 S3 6-7.5 Total/NA Solid Moisture 560-88463-4 B7 S2 3.5-5 Total/NA Solid Moisture Leach Batch: 176868 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 560-88463-1 B1 S2 3.5-5 Soluble Solid DI Leach 560-88463-2 B3 S2 3.5-5 Soluble Solid DI Leach 560-88463-3 B5 S3 6-7.5 Soluble Solid DI Leach 560-88463-4 B7 S2 3.5-5 Soluble Solid DI Leach MB 560-176868/1-A Method Blank Soluble Solid DI Leach LCS 560-176868/2-A Lab Control Sample Soluble Solid DI Leach Analysis Batch: 176869 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 560-88463-1 B1 S2 3.5-5 Total/NA Solid 9045D 560-88463-2 B3 S2 3.5-5 Total/NA Solid 9045D 560-88463-3 B5 S3 6-7.5 Total/NA Solid 9045D 560-88463-4 B7 S2 3.5-5 Total/NA Solid 9045D LCS 560-176869/2 Lab Control Sample Total/NA Solid 9045D Analysis Batch: 176932 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 560-88463-1 B1 S2 3.5-5 Soluble Solid 9056 176868 560-88463-2 B3 S2 3.5-5 Soluble Solid 9056 176868 560-88463-3 B5 S3 6-7.5 Soluble Solid 9056 176868 560-88463-4 B7 S2 3.5-5 Soluble Solid 9056 176868 MB 560-176868/1-A Method Blank Soluble Solid 9056 176868 LCS 560-176868/2-A Lab Control Sample Soluble Solid 9056 176868 Leach Batch: 177122 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 560-88463-1 B1 S2 3.5-5 Soluble Solid DI Leach 560-88463-2 B3 S2 3.5-5 Soluble Solid DI Leach 560-88463-3 B5 S3 6-7.5 Soluble Solid DI Leach 560-88463-4 B7 S2 3.5-5 Soluble Solid DI Leach MB 560-177122/1-A Method Blank Soluble Solid DI Leach LCS 560-177122/2-A Lab Control Sample Soluble Solid DI Leach 560-88463-1 DU B1 S2 3.5-5 Soluble Solid DI Leach Analysis Batch: 177123 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 560-88463-1 B1 S2 3.5-5 Soluble Solid 120.1 177122 560-88463-2 B3 S2 3.5-5 Soluble Solid 120.1 177122 560-88463-3 B5 S3 6-7.5 Soluble Solid 120.1 177122 560-88463-4 B7 S2 3.5-5 Soluble Solid 120.1 177122 MB 560-177122/1-A Method Blank Soluble Solid 120.1 177122 LCS 560-177122/2-A Lab Control Sample Soluble Solid 120.1 177122 L560-88463-1 DU B1 S2 3.5-5 Soluble Solid 120.1 177122 Eurofins TestAmerica, Corpus Christi Page 9 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Lab Chronicle Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Client Sample ID: 131 S2 3.5-5 Lab Sample ID: 560-88463-1 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Soluble Leach DI Leach 177122 08/06/20 14:00 LDK TAL CC Soluble Analysis 120.1 1 177123 08/07/20 10:50 LDK TAL CC Total/NA Analysis 9045D 1 176869 07/30/20 15:00 ANG TAL CC Total/NA Analysis Moisture 1 176814 07/29/20 15:44 DRB TAL CC Client Sample ID: 131 S23.5-5 Lab Sample ID: 560-88463-1 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Percent Solids: 82.4 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Soluble Leach DI Leach 176868 07/30/20 11:00 KLW TAL CC Soluble Analysis 9056 10 176932 07/31/20 21:09 KLW TAL CC Client Sample ID: 133 S2 3.5-5 Lab Sample ID: 560-88463-2 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Soluble Leach DI Leach 177122 08/06/20 14:00 LDK TAL CC Soluble Analysis 120.1 1 177123 08/07/20 10:50 LDK TAL CC Total/NA Analysis 9045D 1 176869 07/30/20 15:00 ANG TAL CC Total/NA Analysis Moisture 1 176814 07/29/20 15:44 DRB TAL CC Client Sample ID: 133 S2 3.5-5 Lab Sample ID: 560-88463-2 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Percent Solids: 80.4 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Soluble Leach DI Leach 176868 07/30/20 11:00 KLW TAL CC Soluble Analysis 9056 10 176932 07/31/20 21:42 KLW TAL CC Client Sample ID: 135 S3 6-7.5 Lab Sample ID: 560-88463-3 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Soluble Leach DI Leach 177122 08/06/20 14:00 LDK TAL CC Soluble Analysis 120.1 1 177123 08/07/20 10:50 LDK TAL CC Total/NA Analysis 9045D 1 176869 07/30/20 15:00 ANG TAL CC Total/NA Analysis Moisture 1 176814 07/29/20 15:44 DRB TAL CC Eurofins TestAmerica, Corpus Christi Page 10 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Lab Chronicle Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Client Sample ID: 135 S3 6-7.5 Lab Sample ID: 560-88463-3 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Percent Solids: 83.5 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Soluble Leach DI Leach 176868 07/30/20 11:00 KLW TAL CC Soluble Analysis 9056 10 176932 07/31/20 22:16 KLW TAL CC Client Sample ID: 137 S2 3.5-5 Lab Sample ID: 560-88463-4 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab ' Soluble Leach DI Leach 177122 08/06/20 14:00 LDK TAL CC Soluble Analysis 120.1 1 177123 08/07/20 10:50 LDK TAL CC Total/NA Analysis 9045D 1 176869 07/30/20 15:00 ANG TAL CC Total/NA Analysis Moisture 1 176814 07/29/20 15:45 DRB TAL CC Client Sample ID: 137 S2 3.5-5 Lab Sample ID: 560-88463-4 Date Collected: 07/29/20 00:00 Matrix: Solid Date Received: 07/29/20 14:38 Percent Solids: 76.3 Batch Batch Dilution Batch Prepared Prep Type Type Method Run Factor Number or Analyzed Analyst Lab Soluble Leach DI Leach 176868 07/30/20 11:00 KLW TAL CC Soluble Analysis 9056 10 176932 07/31/20 22:50 KLW TAL CC Laboratory References: TAL CC=Eurofins TestAmerica,Corpus Christi, 1733 N. Padre Island Drive,Corpus Christi,TX 78408,TEL(361)289-2673 Eurofins TestAmerica, Corpus Christi Page 11 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Accreditation/Certification Summary Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Laboratory: Eurofins TestAmerica, Corpus Christi Unless otherwise noted,all analytes for this laboratory were covered under each accreditation/certification below. Authority Program Identification Number Expiration Date Texas NELAP T104704210-19-23 03-31-21 The following analytes are included in this report,but the laboratory is not certified by the governing authority. This list may include analytes for which the agency does not offer certification. Analysis Method Prep Method Matrix Analyte 120.1 Solid Resistivity Moisture Solid Percent Moisture Moisture Solid Percent Solids Eurofins TestAmerica, Corpus Christi Page 12 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Method Summary Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Method Method Description Protocol Laboratory 120.1 Conductivity,Specific Conductance MCAWW TAL CC 9045D pH SW846 TAL CC 9056 Anions, Ion Chromatography SW846 TAL CC Moisture Percent Moisture EPA TAL CC DI Leach Deionized Water Leaching Procedure ASTM TAL CC Protocol References: ASTM=ASTM International EPA= US Environmental Protection Agency MCAWW="Methods For Chemical Analysis Of Water And Wastes", EPA-600/4-79-020, March 1983 And Subsequent Revisions. SW846="Test Methods For Evaluating Solid Waste, Physical/Chemical Methods",Third Edition, November 1986 And Its Updates. Laboratory References: TAL CC=Eurofins TestAmerica,Corpus Christi, 1733 N. Padre Island Drive,Corpus Christi,TX 78408,TEL(361)289-2673 Eurofins TestAmerica, Corpus Christi Page 13 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Sample Summary Client: Rock Engineering &Testing Lab., Inc. Job ID: 560-88463-1 Project/Site: S. Port Ave Waterline 7/29/20 Lab Sample ID Client Sample ID Matrix Collected Received Asset ID 560-88463-1 B1 S2 3.5-5 Solid 07/29/20 00:00 07/29/20 14:38 560-88463-2 B3 S2 3.5-5 Solid 07/29/20 00:00 07/29/20 14:38 560-88463-3 B5 S3 6-7.5 Solid 07/29/20 00:00 07/29/20 14:38 560-88463-4 B7 S2 3.5-5 Solid 07/29/20 00:00 07/29/20 14:38 Eurofins TestAmerica, Corpus Christi Page 14 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 j m N E Z c m z m � c :9 i „ z z E y o E i Uz s (n z � a c c LO 'q a $ M E E 4 � T � U a .. o E IVa C "1 CL y/ 16 e A 1 In ,n,n0 S7 a �� 5 ►'143 oo H v v o O � c4 s 2 46 c e �L X Xx 7 o a N l T aSW!SW uuop*d C y .3 (N!A)sI wmS pvejIL-i m _ c a t c m dg E Q CL A � ~ . EE 0 3 E 0 O e m G o Pa o ai .. c 33 Dfl DD E Ij m '� c E D � � � w 2 Y �p U N O ji C m C c P �. � A � � � C t N L 0 J �.. H� EL aui C%I cy 1.9 in LT tm $ ' .! to 4380 m co -E 0 � a �m cOvmZ 1 � V) 1 xN9c � O Z d J j m c c W °a cm 0- 2 (a -C L) Page 15 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Login Sample Receipt Checklist Client: Rock Engineering &Testing Lab., Inc. Job Number: 560-88463-1 Login Number: 88463 List Source: Eurofins TestAmerica, Corpus Christi List Number: 1 Creator: Franklin, Steely Question Answer Comment Radioactivity wasn't checked or is</= background as measured by a survey N/A meter. The cooler's custody seal, if present, is intact. True Sample custody seals, if present, are intact. True The cooler or samples do not appear to have been compromised or True tampered with. Samples were received on ice. True Cooler Temperature is acceptable. True Cooler Temperature is recorded. True COC is present. True COC is filled out in ink and legible. True COC is filled out with all pertinent information. True Is the Field Sampler's name present on COC? True There are no discrepancies between the containers received and the COC. True Samples are received within Holding Time(excluding tests with immediate True HTs) Sample containers have legible labels. True Containers are not broken or leaking. True Sample collection date/times are provided. False No time on COC or sample containers Appropriate sample containers are used. True Sample bottles are completely filled. True Sample Preservation Verified. True There is sufficient vol. for all requested analyses, incl. any requested True MS/MSDs Containers requiring zero headspace have no headspace or bubble is True <6mm(1/4"). Multiphasic samples are not present. True Samples do not require splitting or compositing. True Residual Chlorine Checked. N/A Check done at department level as required. Eurofins TestAmerica,Corpus Christi Page 16 of 16 8/7/2020 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 APPENDIX 2 - TxDOT Permit Approval Form APPROVAL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 To Luis Vargas Date 9/8/2021 City of Corpus Christi Application No. CRP20210330144156 1201 Leopard St. District App. No. CRP20210330144156 Corpus Christi, TX 78408 Highway SH 0286 Control Section 032603 Maintenance Section East Nueces County Maintenance (Corpus Christi) County Nueces TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. CRP20210330144156 (District Application No. CRP20210330144156) dated 9/8/2021 and accompanying documentation, except as noted below. Not applicable When installing utility lines on controlled access highways, your attention is directed to governing laws, especially to Texas Transportation Code, Title 6, Chapter 203, pertaining to Modernization of State Highways; Controlled Access Highways. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right-of-way lines, connecting only to an intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for normal service and maintenance operations. The Installation Owner's rights of access to the through-traffic roadways and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an emergency situation occurs and usual means of access for normal service operations will not permit the immediate action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through-traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for convenience and safety of highway traffic. The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Installation Owner fails to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway; and it is further understood that the TxDOT may require the Installation Owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. If construction has not started within six (6) months of the date of this approval, the approval will automatically expire and you will be required to submit a new application. You are also requested to notify this office prior to commencement of any routine or periodic maintenance which requires pruning of trees within the highway right-of- way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. Special Provisions: You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of work days and traffic control plans. Use the UIR website for the 48-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval, the Notice of Proposed Installation, and any approved amendments at the job site at all times. Texas Department of Transportation By James Harris Title Director of Operations District Corpus Christi .I DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Notice of proposed Installation Utility Line On TxDOT Highway Right of Way Installation Application Online version 4/2006 To the Texas Transportation Commission Date 6/29/2021 c/o District Engineer Application No. CRP20210330144156 Texas Department of Transportation Corpus Christi District, Texas Formal notice is hereby given that City of Corpus Christi proposes to install a utility facility within the right-of-way of SH0286 in Nueces County, Texas as follows: (details are shown on page 2) The City of Corpus Christi is replacing an existing 16-inch cast iron (CIP)water line along the west side of Port Avenue,from the south side of the intersection of Port Avenue and SH 286 to the north side of the intersection of Port Avenue and SH 286. The TxDOT notification requirements are found in Attachment 1. A total length of 940-ft of CIP waterline is being replaced with 16-inch C900 DR18 PVC waterline installed in a 30-inch steel casing with 0.5-inch wall thickness, by guided auger boring (pilot tube method) under State Highway 286, see Attachment 2. The proposed crossing of Port Avenue at SH 286 is located approximately 1.93 miles northeast of the intersection of SH 358 and SH 286. The bored segment will be constructed in three drives of approximately 300-ft to 400-ft in length, extending from the south side to the north side of SH 286. The installation will also require establishing three (3)work areas adjacent to drive shaft 1, 2 and 3,for the contractor to stage equipment/materials during construction. The work areas will be surrounded with orange construction fencing and the drive shafts will be enclosed with concrete barriers. The pavement repair will consist of is 5-inches of Type B base course and 3-inches of Type D surface course. The base material will be 12-inches of limestone and the backfill will be 7% cement stabilized sand from the top of pipe to the pavement structure, see Attachment 2.A traffic control plan has been developed and included as part of the permit package, see Sheets 38, 45 and 46 of Attachment 3. The pedestrian TCP details and BC drawings are shown in Attachment 4. The existing CIP waterline will be abandoned in place from Station 34+46 to Station 44+44 by capping each end and filling with grout, see Attachment 5.All grassed areas will be graded, returned to existing elevations, and then seeded to prevent erosion. The contractor shall email CRP_Utility_Locate@txdot.gov and shall also call 361-808-2501 at least 48 hours prior to beginning construction so TXDOT owned utilities can be located. Vehicles and any of their riggers or supports or equipment will not park or be placed on the existing sidewalk. Contractors are responsible for repairing back to original condition any and all damage done to existing sidewalk in State ROW. The contractors must contact the Nueces maintenance office: Julian Ybarra (Maintenance Supervisor) 361-289-1400 Office 361-290-2797 Cell Julian.Ybarra@txdot.gov or Jordan Rangel 361-290-6711 Jordan.Rangel@txdot.gov to provide notification of damage before any repairs are made. If damage is done, sidewalk shall be open cut from one joint to another joint. Contractor is also responsible for contacting the maintenance office to coordinate before cutting and replacing the sidewalk if it needs to be cut. The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all governing laws, including but not limited to the "Federal Clean Water Act,"the "National Endangered Species Act," and the "Federal Historic Preservation Act." Upon request by TxDOT, proof of compliance with all governing laws, rules and regulations will be submitted to TxDOT before commencement of construction. Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project area as indicated under"Revegetation Special Provisions." Our firm will ensure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation. The location and description of the proposed installation and appurtenances is more fully shown by 5 files containing drawings and other pertinent information uploaded to the website. Construction will begin on or after August 9, 2021 and end on or before January 7, 2022 I certify that I am authorized to represent the Firm listed below, and that our Firm agrees to the conditions/provisions included in this notice. DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Utility Installation Owner City of Corpus Christi By Luis Vargas Title Engineer IV Address 1201 Leopard St. Corpus Christi, TX 78408 Phone No. 361-826-1713 E-mail address luisva@cctexas.com DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 1t�011 etas S Application No. CRP20210330144156 Date 6/29/2021 Utility Installation Owner City of Corpus Christi By Luis Vargas TxDOT District Corpus Christi District County Nueces Route SH0286 Control Section 032603 Description The City of Corpus Christi is replacing an existing 16-inch cast iron (CIP)water line along the west side of Port Avenue, from the south side of the intersection of Port Avenue and SH 286 to the north side of the intersection of Port Avenue and SH 286. The TxDOT notification requirements are found in Attachment 1. A total length of 940-ft of CIP waterline is being replaced with 16-inch C900 DR18 PVC waterline installed in a 30-inch steel casing with 0.5-inch wall thickness, by guided auger boring (pilot tube method) under State Highway 286, see Attachment 2. The proposed crossing of Port Avenue at SH 286 is located approximately 1.93 miles northeast of the intersection of SH 358 and SH 286. The bored segment will be constructed in three drives of approximately 300-ft to 400-ft in length, extending from the south side to the north side of SH 286. The installation will also require establishing three (3)work areas adjacent to drive shaft 1, 2 and 3, for the contractor to stage equipment/materials during construction. The work areas will be surrounded with orange construction fencing and the drive shafts will be enclosed with concrete barriers. The pavement repair will consist of is 5- inches of Type B base course and 3-inches of Type D surface course. The base material will be 12- inches of limestone and the backfill will be 7% cement stabilized sand from the top of pipe to the pavement structure, see Attachment 2. A traffic control plan has been developed and included as part of the permit package, see Sheets 38, 45 and 46 of Attachment 3. The pedestrian TCP details and BC drawings are shown in Attachment 4. The existing CIP waterline will be abandoned in place from Station 34+46 to Station 44+44 by capping each end and filling with grout, see Attachment 5. All grassed areas will be graded, returned to existing elevations, and then seeded to prevent erosion. The contractor shall email CRP_Utility_Locate@txdot.gov and shall also call 361-808-2501 at least 48 hours prior to beginning construction so TXDOT owned utilities can be located. Vehicles and any of their riggers or supports or equipment will not park or be placed on the existing sidewalk. Contractors are responsible for repairing back to original condition any and all damage done to existing sidewalk in State ROW. The contractors must contact the Nueces maintenance office: Julian Ybarra (Maintenance Supervisor) 361-289-1400 Office 361-290-2797 Cell Julian.Ybarra@txdot.gov or Jordan Rangel 361-290-6711 Jordan.Rangel@txdot.gov to provide notification of damage before any repairs are DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 _ sidewalk shall be open cut from one joint to anotherjoint. Contractor is also responsible for contacting the maintenance office to coordinate before cutting and replacing the sidewalk if it needs to be cut. Attachments Attachment 1_16-inch WL- Port—SH 286 TxDOT PIO Plans X-S.pdf Attachment 2_16-inch WL- Port—SH 286 P P Details.pdf Attachment 3-16-inch WL- Port SH 286 TCP.pdf Attachment 4_16-inch WL Port SH 286 Pedestrian TCP TxDOT BC-21.pdf Attachment 5_16-inch WL- Port—SH 286 WL Abandonment.pdf DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 pus Christi District CHECKLIST FOR REVIEW OF NOTICES OF PROPOSED INSTALLATION Online version 04/2021 Yes No N/A ® Is this proposed work or relocation due to TxDOT construction? If so then please state that in the Basic Information. ® ❑ ❑ Is the repair and/or installation in accordance with the Texas Manual on Uniform Traffic Control Devices (TMUTCD) and all applicable State and Federal laws and regulations? See the TMUTCD and other TxDOT manuals on the UIR website. See also Utility Installation Regulations on the special provisions. ® ❑ ❑ In the Basic Information, has the following information been provided in the description: What is being proposed?What road/highway will this installation be on? What is the distance from the nearest county or state intersection?What is the purpose of the utility or pipeline? ® ❑ ❑ Have the material specifications of the utility or pipeline to be installed or repaired been included on the design sheets? ® ❑ ❑ Are all coordinates in North American Datum 1983 (NAD83), North American Vertical Datum 1988 (NAVD88) and/or Texas Coordinate System South Zone? Please state the system used on the sheet(s). North American Datum 1927 is no longer used by TxDOT. ❑ ® For high pressure (over 60 psi) petroleum pipeline installations, has the following information been provided on the sheets: Both ROW lines? GPS or LAT LONG coordinates where the pipeline crosses each ROW line? Distance from crossing to a county or state intersection? Distance between proposed or existing lines? The names of any existing pipelines this line will be paralleling?The angle of crossing?Type of cathodic protection to be used?A bore profile showing depth under ditches and roadway?A completed Barlow formula (see Exhibit A) signed and stamped by a certified Engineer? ❑ ❑ ® For utilities or pipelines to be installed parallel to the road, have you included or shown in the design sheet(s) the following information: proposed location; vertical elevations; horizontal alignments from ROW line; relationship to existing utilities; and total length of project? ❑ ® For all aerial installations, do the plans clearly show and differentiate between existing and new poles? ® For aerial or underground bored crossings, is the location of the crossing as close to 90° degrees as practical? If the angle is more than 5 degrees from 90, provide justification in the Basic Information on why the crossing will be at the proposed angle. ® For all underground installations or repairs, will non-metallic detection devices be emplaced? If not please state the reason. ® ❑ ❑ Is it understood that a copy of the permit AND approval form must be on the job site during construction or repair? DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 ® ❑ ❑ Will there be abandonment of an existing utility as part of the installation of this proposed utility? If so, contact Leonel Tovar: District Utility Coordinator 361-808-2257 Leonel.Tovar@txdot.gov and inform him of the proposed abandonment. He will provide you information for the abandonment process. Once that abandonment process is completed and signed, PDF it and attach it to this installation request. The abandonment paperwork must be part of this installation request. About 1000 feet of 16" Cast Iron Pipe water line will be abandoned. ® If part of the proposed work of this request is to abandon all or part of a utility in State ROW, has it been clearly stated on the sheets? If abandonment of a utility is involved in this request then contact: Lance Bornstein (361)808-2285 or(361) 215-8113 Lance.Bornstein@txdot.gov for the abandonment procedures. Abandonment of a utility is not processed through the UIR system. In the description block of the installation request state that Lance Bornstein will be contacted to coordinate the abandonment of the utility in State ROW. DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 David Brink Subject: TXDOT PIO contact roadway closure Rickey Dailey Rickey.Dailey@txdot.gov At least seven calendar days in advance of the start of the proposed work,email the above email address with the following information in a readable summary: What is being proposed? What utility is doing the work? What is the purpose of the work that needs a roadway closure? What State roadway is it on and where is the location of work? Use distance and direction north/south/east/west of a nearby intersection. Do not say "away" or"from" the referenced intersection. When is the proposed closure? Provide date and time. What is the anticipated length of time for the closure? D,,,Sign Env lope ID'.682A4105 CACB-4E21 9388 9CDD54AOB111 _ J ll ? c Or PBffi OO'f6 W ?:� a __ zTest SrwFlx a L ,rs r Pi I r/ � ___ �-- "'�� �^ c"r � cem,.�✓r. f�_ r !tel _ f c.n�i ....� I et.Y.wrn c._-- - y �r _ 1 g I \\ i {t P P ,r o- i I I This sheet ( a4 corresponds to `__ a� r�c o•Gd�=a rw`az��sn� z --- - --- _ @ SYvH er eas -s' Sheet 12 of the _ Ntr o.63o'-a"A.l Pas Ssx E' Ser -.61 � COCC plan set jcFRw - -3. a-pmpaenf { I -. I I I F Pagmnf yjyy� " I +�__ — EO rred f. sspe c �-- — F L 1� i A (:. V v, t _ i � � Ii ,� _ _ _ HS-2 TOAD NO _4i, P wl„k.-�F —H r z-ar O 1 _.._.- -- ..- AVE. 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BB_CBoH.JT Oc—(TW ._l�rdrs UD'a Lap.""ff n.J //2'-O'� -9uan/ity s'rown f'¢Annm✓L PLAN_ DETAIL 'A' Sym.abt.L$roan�� 4: ;. _ 4•_ j 3_4m' SHm.aLr1.^..SYructu -'37 F �-vz' 3 4O' s} s a o 3 v L' DEAD LOAD DEFLECTION DIAGRAM BARS A { (Due fo cast-in-p/—0—TR i/"Wj.J ACMe:See BS`O'Span Ydr Gerwiv/Nobs. -Fre of Ra:/ � O O FfRai/— IU F3di"k Gv Lineh G de Lire I � � _-�------�(J _HS20 LOADINGS SELrne Y" rf£Lou O' EStrcNure n� T TEX4J CEN( O� i0 � Sae Laefx�t fbr RoSvy S/epes (` �r.��4 A�`�' (A C � ©� � — gNIDGE DIVISIONSION � PRESTR. I CONC. BEAM SPAN 60'44 45'-L.FSKEW /1 LINE C AND LINE b I„_7"-m' _ .___. cs a'o'-aa_o• _ _ i /o' PORT AVE OVERPASS _ ( iLp Jnhrior O'af r»5I (Showii�E 1 Diaframsl Sepa .mac 8 t1« - � TYPICAL TRANSVERSE SECTION - BARS U i- :. ,/C'. u /sa» _Jt D,,,Sign Envelope I'.682A47C5-CACB-T21 9388 9CDD54AOB111 - �. FILL OF REINF STEEL 1^'r�,gty� r ESTIMATED QUANTITIES a -71 Zt sw , U e T s q 9 4 ij� 91s' 7 _.�T ,i IMe 6at7arn5rArmc-n� AAS 4 1_ 5 �P 25 F efAbut.Ekw1. �i �('T' T Em_'P fTaor f £Bent dB 4 4 474 126 192 4 26 6 3421 O tS Ca ©(2ptf.J -r+� Com_ 4 5 47 0 197 O_ 07 h.• - d �!---_ G --+_t �sTt ) _ �%� � BZ I 5 1859'S006 Qi lCPd1JQ^�CTopJ 3y" /^ Bers BH.II %/< G(TcpJ J 54 ��85±9`3 Q90 t} l AA>Ckpl�ttJ-- f a L'C CTgoJ d 196 50? B52 /6�.3lXf £Sfructur'e� t(ioftACl,CkpJvlz� AA llweo l _y'r'See ether¢r Jr6^ —AA.a CTapJ dN 1 _ 8 9/' 291 y��- t ns.escre Rzinf.• B<' '4 6-I/' -150 �- 4, YJ X1�Si AAn CTcp/HottJ tv ,��•2 ��'�e (B�J21�,% rs�Cis.rT A• 3' 'T —n ___ _ FW.'0—d— - AAss tklnJ _ R¢ f.5y-/ Lb.32r�a7 // rj 192R AAS fT lBottJ ,f�% C!_s5s N'Cax. C_Y 1 4,B L.F592C7 AAe(Tcp 18pH,1 lJoXJ}"-' — �q.;�{ f2 "Crtierxty shown iLr•r ArmmJJ� PLAN OETAfL W 3 S»>.sbt.E SPan ' GENERAL NOTES.' Lhs�ned mccoreti0y io A.ASHQ f961 Sfana rd tl- d S22•eec77catims thereto. DEAD LOAD DEFLECTION DIAGRAMAll fEar sae Posed corners 4'w+less atf»rrvise fOue f¢cast-i»-pface Cape. Psi/only.) - Gonerett shall be-CJ.A. of RorJ O F F of Rmt! f3vf-lle Gnl truet3vfle G.t�ceCru .0 HS20 LOADING w I TEXAS HIGHWAY DEPARTMFNI t OT D ,$ tfrr Fb'ySlC,ozs £.S � w'y (. CC �TS"' Dom, BRIDGE DIVISION 85'0' PRESTR I I CONC. BEAM SPAN 6044'45" L.F. SKEW 4 dX df✓ ( LINE C AND LINE D �,_2 ro„�__.___ —_ --__._6_ �'�`o?•-4r�•-a• __.� —__ —__—__ 2-X1• I _ PORT AVE OVERPASS _.__--rsnow�rF,p.nfzror cata.�.>,sJ r.srowl.�Ero.oldfa.�>„sJ 1 .�. TYPICAL TRANSVERSE SECTION BARS U Ground Surlcce Dri led Shaft Foundation for S-i 286 Overpass 22.5 30.0 -Sol 8.5 0 O *r,o 15 VCP Sewer 38* Diameter HDO Hole for 24" FPVC Pipe )Docu5ign Envelope ID 681A47C5-CACB4E21-9388-9CDD54AOB111 lLCLrp - - GIB STARM SEWER CAP FILL WITH FLOWABLE FILL AND ABANDON 10'OF 16"WATER LINE US.,roe nro GUIMG.se.G, ISEINE -ER ucc-ucE xcxa ELECmIc (M Is-RELINE Q AIR RELEASE vnLVE nrvB c�wxe PROPOSED WORN AREA i sjw\SIA.3/725 x� ASTewATER THE B CAL CONmOL TINT N.I7I67231.06 $ (m GASIT (ss) WASTEWATER LINE • HCR¢ONrnL CONmOL POINT E.1333433.73 dl CONNECT TO EXISTING 16" /\ e —wx— AG FF - - NS LINE/FIBER OPTIC T L[C"OE'L -89- n.GATE VALVE w ¢DAMP(SEE GEOrzaxCAL REPORp WATER ZINE WITH(2)45'BENDS e a- E , 0 ---- x..w. R uramwTE BORE NOLE j4 \ y LncAmew ^S'xxE STA.33+70 Sg STA.34+00 \\ sro t r INSTALL 16 N:17167206.15 E, t _„s_ ,,,,,,, PROJECT BASELINE(SEE NOTE 2) E,1333446.34 T ELI mc W -__ __ - w 9�' W �✓ _ w � sus - s s -- s ^ = --_F STA.29+86 is w<rzR ION CML -- --ur-- ---- STA.33+68 INSTALL 40'OF r lei RECONNECT 8"WATERLINE ANOm uer vxnenr .xa i.iL-xn RECONNECT 8"WATERLINE AND 16'C900 ORIS INSTALL 8"GATE VALVE SPORT VEE _ INSTALL 8"GATE VALVE PVC WATER UNE CMa�ssi.ss lxm F'ba valr'�) CALL BEFORE YOU DIG! Y lu"`x` +' REMOVE AND REPLACE EXISTING 16"CIP b )' _ F WATER UNE WITH 16"DR18 C900 PVC T STA.RECONNECT cn RECONNECT 6"HYDRANT = �nr�xrs mm 3,3, LEAD AND INSTALL 6"GATE VALVE INSTALL 36'LF OF 30"STEEL CASING m 3 U rn 1-800-334-8377 / wATm WITH 16"C900 DR18 PVC WATERLINE c ��w;�w)—mow)—�w7--1w7 �w7—mow; w)----ywr—� �01E"'=40 BY CUYOED PILOT TUBE BORING A`_ U v Y III+a R F ((IL _INSTALL 36'LF OF 30"STEEL CASING WITH 16"0900 �I) DR18 PVC WATERLINE BY GUIDED PILOT TUBE BORING o _-�. - ------ - - ___-______ 35 �� --- -- - - TRE lurrmx.) �yg_PROPOSED SHAFT 1 35 } Y msnxs e'w"Tm msiwc s'sAs 61 msnxs e'wATm � o - U m ` o 30 30 Ld - REMOVE ANO REPLACE EXISTING 16"CIP I Y 2 WATER LINE WITN 16"DR18 C900 PVC - 25 25 w + W W W W 20 U 2 -_-- __ --_ - Z O W ----- �_-- - --, --. ---_- - a- - LY -- W a O -NOTES. -- --- J . CONTOUR:,ARE APPRUXMATE. - p z. THE BacELNE FOR THE PROaEcr s LOCATED APPROx MATELr,PT FRAM THE TUE-11-CURB THE ExNTNc CAP FILL WITH PLOWABLE FILL AND - 1` wATERUNE s PER s FT FROM THE BASELINE.SEE ALSO ExsrrvG,e'snNFAxr S.ER OPTUL ON a ABANDON 16"CIP WATER UNE FROM 15 Z + F SHEET s, O a. CURB NLE'TO BE PRESERvm. ^--- STATION 33+45 TO 34+50 - d 7 Z UNITY BEEN FIE TH'ERE ED AT SELEUTED INrs.AS NOTED ON THE PRO W s N WATERLINE DEPTH DEPTH av OUNTRACTO"Spas,6 ETO VERFY ESPENDLLETON CAN BE R-HED Br EMAIL PRIOR�p ft aX�naNOR 10 PLUMBING FEETELEPHONE 5 91 R 34.+� nPROaEc a 1 0 30+00 31+00 32+00 33+00 C )DOcu5ign Envelope ID 681A47C5-CACB4E21-9388-9CDD54AOB111 E J�NO.33I6OE4ol 6 CALL BEFORE YOU DIG! dee m I. raa ,V Aw s*Dau` / CAP FILL WITH FLOWABIE FILL AND ABANDON 500'IF Of 16"WATER LINE `. SA0 i-800-334-8377 '� N PROPOSED WORK AREA 1 yJ sro}- �sro)--tsro� !sro1 —Isro>�Isrz sT aca M1/ `i1a'acP (SEE NOTE 7) ROPOSED SHAFT 2 �` c ma�s" aaa--sssss>,II _ I� oiicwuusha I� Z`, w rO I— PROJECT BASELINE(SEE NOTE 2) �\ '� a 0 W � 0 aP w d� s - W _ ..STA _ 7 - �111TAIL � r—r- - .— —r17rrSTA.35+10 ` 0'Lf 0f 30"STEEL CASING WITH 16"DR18rwrE 13N:17167315.78E:1333129.61 �rauxM S-PORT AVENUE I _ C900 PVC PIPE BY GUIDED PILOT TUBE BORING --- N 2 3 / z PLAN MEN ARLINGTON uLI,w In III—OFFEET dIII�pW w` INSTALL 500 Lf Of 30"STEEL CASING WITH 16"DR 18 C900 PVC PIPE BY GUIDED PILOT TUBE BORING U o ---- — ------ - a YIP.P.a..o�IUITE nor E1111 Z11 1C3 s OFF swocE wux Im) 35 a } t CAP FILL WITNFLOWABlE FILL _ 3 _- - 30 � PROPOSED SHAFT 1 ANO 2 .._, {{ ..ABANDON STA.16-CIP 3%50 TO STA.ATER 39+ 50-�-� . 25 NE W I W + W LL.3 M —— —— W J -__. ----- ----- — --- --- ,--- — --- -- _._--- _20 O U 2 — ----- ------ Z5 0 --- — --- --- ------- �.LIL � -.-w --1 -__. 9 Q Ld Q O 1 EmEsnxc it snw,>ar.°w _ _ _ 5 �.W �O 1 INSTALL 500'Of 30°STEEL CASING WITH I6"OR18 TN 1111ElNITE O Z + C900 PVC PIPE BY GUIDED PILOT TUBE BORING r LPEa T�omT d 71 BOB wore _ _.- — M 1 VOTER LII. 4 are HEIusE H - 10 ENEERBROUNo ELECmc Iw1 A PHoiEST s o PPHOO�w>ELr,FT FROM THE TOE OF cured THE ExsnN 3• E D ♦ ORZ NTAONrorRImL Pour -ET FROM THE nEASEE SEE ALSO DEAL ON SLEEF 2,. css� CURBINFETS M THE EYSELIre D —B� E IALVE PROTE rs LINE/HffH OPnc . NDH� roH. L - KEN FELD VERIEHD nr SELECTED Poinrs.As NOTED on THE Prema 5 ExIST. orEreLrnD LINE "A_`AL'_OF"R OF 4ET s'OWN ON TE DHn"N' ---- lo.w. STORM SEIMEre � w°awrlTE Lamw DE SIE TOT xu CONTRACTOR TO VERHY THAT THE OF LINES TO EHANOB ARE ACTNE Padre TO mnNKTION.CHEF ^' BY S os-E,-D - SnEET_i]_of BB FnILE 7. woRE Alyn TO BE soRROONDED WITH 4'HIGH HEAVY Durr ORANBE MNYL SAFELY FENCE. reccoreo aeawwc ro 0 WTR-479 35+00 36+00 37+00 11 vEer. � a PRaEST�,s 7 Docu5ign Envelope ID 682A47C5-CACB4E21-3388-9CDD54AOB111 s,_. CAP FILL WITH FLOWABLE FILL AND ABANDON ALL HOPE � E doe (SEE NOTE 7J NO ss�saes CALL BEFORE YOU DIG! 490'LF OF I6"CIP WATER LINE + 2 _ PROPOSED WORK AREA 3 i s us n s W fib$ B _ 5 STA.42+76 1-800-334-8377 nv z N:17168081.I4 (D _ 7 I � E.1333413.22 0 sA, `c Z BORE HOLE p5 STA.44+44 3 STA 44+00 N:17168249.87 I 3 � N:17168205.83 E`1333424, (sro, (sTo�sm,nvaN •ro sm - STA.42+70 E:1333423.09 ai N.17168075.16 r— \ro seRCP ! PROJECT BASELINE az Rm svRM ��E 1333413.37 Z (SEE NOTE 2) \\s - u4w „5 o Z l � ID' -,N, §'sg vNn" A a•cP w.vR sse us PO -_- - wELI 'A Z 'E .Psµ.�w' w • so—r- ,ren —~ —" w s H PROPOSED SHAFT 3 STA 43+00 --- - \sro _ _ -I 1 — — GIs sIORM IRREN s.o,M� N 17168105.64 y _ E 1333427.03 4 MR REIFASE VGLVE AND cHVfeER mesio d m -E uHE - UNDERGROUND ELECTRIC (w( A NFanGu M L POINT A. sow PROPOSED SHAFT 4GAS1 — (ss) ♦ HOPoZONIIl CONTROL POINT f PM MEW � ro ero�sro_s l a a U a "BE GATEEwcOMM RAIL.Nla LINE/EIeER CETR r N•PRONIw¢IncmoN or VOL a a sz� t F TOS sm� v1 ` iE VALVE OVERHEAD LINE WRING(SEE ORDBECHNIC4 REIRDI p y ---- RO.w. sTo INSTALL 420'LF OF 30"STEEL CASING f s'v� Y �j'�iIII a N T INSTALL R 420'LF OF 30"STEEL CASING WRH I6"NEENDR18 C900S PVC PIPE BY GUIDED PILOT TUBE BORING CO rz mmv smm PROPOSED SHAFT 4 N.rviTMi PROPOSED SHAFT 3 oLg r vl.w v evlws we w ns auvsnT ePx uns 3 _______________________________ _ 35 E _--_-__ ------------------ -_ _____ ____ __ __ `o ev _ IsnnG,r ____ � U 3 IL 30 I 2 I I 25 LU W W W J ——————— ————————— —— U ----------- ----- ° z3 0 CAP,FILL WITH FLOWABLE FILL AND ABANDON 16"CIP € 1 W d 0 J mm o Pe m.sPmo»lunhdv -- s s u---- ---- INSTALL PVC PIPE BY GUIDE TO STA.NG W Q U, 0 H WATER LINE FROM STA 39+50Ir ZF C900 1 � susrNc T.xr xxm� INSTALL 420'LF OF 30"STEEL CASING WITH 16-CRIB � 15 �Z �� D PILOT TUBE BORING E_ + m CIn T..0 a a rn M CL 10 1 104111 ARE A1111111TE._. ,THE E)OSTIN10 3 SEE ALSO DETAIL ON SHEET 2i. ALTERUNE IS L AlMEASUR D FROM M THE THE ELINE , ._ a. ALL NLL Ts BEE PRESERVED EROM,NE euEUNE D 5. "'NG 1'TEERL DEPTH OF HAS ONLY vTNIGHGLD VE onEDHA DRnwwaD PCHRS,As N07D ON THE PImHD � 5 6 CONTRACTsR AP036ERIF1 01H fIM1VlILL YIGII 3 ?gym asHEET 12f B6 7 WORK A REA Ts BE SURROUNDED WITH 4'HIGH HEAVY DOW ORANGE VINBL SAFETY FENCE 42+00 4 3+0 4 400 G sd I R-479 T�190 9A )DOcu5ign Envelope ID 681A47C5-CACB4E21-3388-9CDD54AOB111 CALL BEFORE YOU DIG! w p 60RRR ' c�°a`, �` REMOVE AND REPLACE EXISTING 16'��w ce 811 ,L,.L _ WATER LINE WITH 16'ORI -800 H C900 PVC /4o Rsps _S�qE pr/9gle?8 1 -334-8377 I co CONNECT TO EXISTING 16'WATER LINE WITH(1) 5'BENDS AND(i)CAP W "� - PROJECT BASELINE(SEE NOTE 1) I0 G " w' j --�y�-- J - 2.- STA 46+11 x� W 0 4` zan STA. H'WATERLINE ANO a K bl `F [C �V — a a I INSTALL H'GATE VALVE vxiT a sns6 cP«a a sr Fc- STA.4s+OH SPORT AVENUE RECONNECT H"WATERLINE AND Zg M z W INSTALL H"GATE VALVE ( III PROPOSED�SNAPi 4 I sm+sro sro as ~ 2 s cns y v T m2 aQ.q e c a TARLioxsc __ Q NxWE wrc.woc 40 aIlli p o wrt.I.rc xu�. usE— xN.axolw a:rwN.,xz —c— ws,xc �— rusrtwaw uxc O rcercx Eoxm raxr '- �• • I �� wa.urz wrc mr muExumw Ixc/xev ara �ar®imllr`i,wwB } Y Ci -_____ PROPOSED SHAFT 4 ------------ _-- 35 —1 EasNs,r.eTm uxe lvvnox I ________ eamxc airs W I�p Y W CD r — ` + n n En w rn I F E, AWAS r j c� J a 30 w Z � > REAM NVE AND REPLACE EXISTING 16"CIP I I Nom— Z Q ,I WAikIR LINE WITH 16 ORiH C900 PVC xEw ck B�of RUDER of FET Is EUNE.o c0 AT sEBECTEO PowTSIa OE aRa THE Exanxc LY Z Q EI CONTOURS ARE APO)NMANiE N THE ORAWINET c HOWN 11 CONTIll MAHL BE MEASURED FROM TO VERIFY THAT HAS Ol RE 1 THHENBUL IFIEN T S ACME PRIOR TO ] d J 11 F —f-a - I - - II �- s NRgc�SET B PRESHEn/Ams ONLr BEEN HEW vERIE lal ♦ � I s nhRUNiNs av�alix uAh�rEs T EROMTiLCA�iun�E,s�nlso oEiuL on s�NOTED ON THE PROHIE � o CONNECTION.CHET ----.25 Q d E W ? PLUMBIIG INSPECTOR,JAMES PENOIETON CAN BE REACHED BY EMAIL AT j—p6cHe.,..OR W G TELEPHONE 9 361- S-0359. B'.15'ANN,B'SANLrARY SEWERS NOT SHOWN IN PROHLE AEW. ae 3 voa , V� s ss smeF s� P EW a xF s: a snc o �Wcl 66 VI n n.m xoT lMD rcnPLo, „° .. 2 20 R WTR-479 rm PRWEBT a,Bo,BA �D,,,Sign Envelope ID 681A47C5-CACB4E21-3388-9CDD54AOB111 Lo L.s mL ary m r xx..... I" - slEl E[ EN lAlEs. e nsawL.vwu irLL wo Lux au ro. ¢ nereu cuv sEx Mna°ss.w/uu�u�wry Y S 3 d5 om"� a ux�xma Wo 4m�..".n arlrn iw"'n' air tw 3§ LOCALE VENT AL II _ PROPCRI Y LINE (�n ¢TxmrD mae uw..mxa a/ E,ave annm ava rvwsao mreE['w {vE ' ,J EI EILLPEI ETOE s"1.n W �e W sub ,x�,x.-u:sa nnxv wuaw ec. _J you or rwru�M nvuaure� ae rrrrua a rxc wnrmc N 8'p -11°o.1-EL1eE NI' LEE wuuruL W asrv°1c e°m couxwo,lory - 11PI =d" as oxo wEuuu wu< -ILI w/z WINM FvLrvcu wio tnr sEa zzi z Lne a vcvaere - - - Ess. 's'on°Lnon PAVEMENT REPAIR DETAIL EEE LEI 1e 11E *NOTES: �rvxAa A.e�fl, m COMBINATION AIR RELEASE & AIR/VACUUM VALVE DETAIL 4p,1 o w w 1e,o e1 NOT Ta I.LE IEE SPEC.11,1E rvnwEEe n�,INe,eE re�nCTlery o n aopEoE oR rv� �' E` E U eW°r MEL-1- rvCEeeee ry,"e ere.w�=�eewM".eeeC,.erv_ L"El.E ON101N,"IIINEn`Ere eE 1—NICEL reElEl FUSIBLE PVC TO aPVC CONNECTION DETAIL os.E s r (w Wa =J F >W 3 W C 2 w ? xmx F s BUS RCY SNTION o serrrQ� or 66 reEcWfRwN479 = eaoJEC1�T9oT� )Docu5ign Envelope ID 682A47C5-CACB4E21-9388-9CDD54AOB111 LEGEND � �s EIII" Rn TABLE A IRONRSITICAL 'p Px=am a a • �:H am 1Essa1 IGN axo P9xraa� i o....... c. m UM rn uxE uN,uw Ti z e °: • • GENERAL NOTES: z 251 SlAll IN IN a+rernv esex9 `vrew suesEaueM e� AND �s1souewc rxe�ce�se er NT L ouEccexsreucnex gs VIII wrevrsavDseTo rinsxec� C7 ° Lx�oFnccm,z=o asI T�L TRA TLN.L HE A D SUDDE x�,ED I.J..APx,IND Ol c6. w�uMs ePxln9 Fu�sxwc axrsow esareo 2.THS CONTRACTORSHALLALL MAINTAIN au TRATIC S,cNS DUa,ND � ��: w 8 NE REFLECTORIZED DRUMS AT FLASHING ARROW BOARD[ PORTABLE ON CHANGEABLE MESSAGE SIGN LOCATION D pAR ENT AT,s,Sas°s"o°`R""" 'R" THS CONTRACTOR SHALL"O'S ALL W"'U"ACC"'O ALL RI DINT AND OUR—DR—OUR NO THI CONSTRUCTION PIRIOD. z NEi,i "PaTRATI . x COMPLL,E rOa rxAT PxASE ArE UNr,L CONSraUCr,ON s MINIMUMINDLOSON. Or n a _ WEEK`:POOR TO MpLSM NTnON GATE. SLID NO S,,TAOL, DRO R SIT 0,OR TRUCT THS LOCATIONSw11 a Q TABLE B pil p w w rHASx,NO sOAaD wx,LE N SE�IOE AT ALL LOCATIONS SH— cx m30' ram°M 150 165' 180' 30' BOm 75' M1- 35 L-fi0 20s'22s'24s' 3s' 70'-90' 160' } } 40 265'295'320' 40' 80'-100' 240' 3 PORT AVENUE 4s 4s0'49s'540' 45' 90'-110' 320' EXISTING EXISTING EX�$11NG U s0 s00'sso'600' s0' 100'-12s' 400' pl Ip p EXISTING NORTHBOUND LANES EXISTING SOUTHBOUND LANES ss sso'sos sso' 55' 110'-140' Soo' PARKING TURN LANE PARKING I= 6. L_ws Soo'660'720' 60' 120'-150' =600' 5 LANE LANE 5 6s 6s0'71 s' 780' 65' 130'-165' 700' JO 700'770'840' 70' 140'-175' =806' ~I 1 1 TIN PROPOSED CONSTRUCTION AREA EXISTING EXISTING m SIDEWALK SIDEWALK Li W r _ :DU ti z 5 0 0 p Lij J TABLE C EXISTING VERTICAL SELLECTORIZED DRUMS EXISTING Q a UANn°r��, CURB PANEL/OTLD CURB F �i° PROPOSED TEMPORARY SOUTHBOUND LANE Z g R 25 55 1 LLJ 35 120 TYPICAL ROAD SECTION (FACING SOUTH) $ 3 55 335, ss SHEET32 Rf¢� s RE WM-479 a ARDIECT,19 X I D,,,Sign Envelope ID 681A47C5-CACB4E21-3388-9CDD54AOB111 Note SW Closed at r.,oRNo.33soR9. Cross Walk I ssa II a ,ON SNUE BE w PEAa aND Fse OPERABEE IP1IR,O SFAIIGA PHA I�MGLRUC,IOM pPD D GLM RUGL�DM�A ao THROUGH,HE EMD or PHASE 4 1a WtlRK ZONE CONSFUGLiOry rso.mw �zK.mw Axa.mere Ezs Al (�xm'RIGG\ Gi 10 g _ \I�\I 8 40EWALK • 0 z e CLOSED PORT AVENUE •• • • • • • •�• • • • • % GO guy )1� >o �) • • iL 1111FIE BE Ou6n,�ore Or LANE CLOSUREnE EM�� 1 GO c�sxsy txxtiI off L _ p) ivn'A] ,ca A) FOUR)4)REam,ORIZED ORDMs AA TTALo' ( PANELS SPACED AT MINIMUM CE 0 1 1 ME P (xn.•1 I 2 qm-50 U FraEs N-I 0, Z® III}a P WNx ( ) PROPOSED TRAFFIC CONTROL-PHASE 4 "gyp °� A `�t:311iS o pn _ wmsn .•x) CD ETH NO DURATION AomDECLOSUFF reA �reE NOTE: ALL PROPOSED TEMPORARY TRAFFIC I �- 40 ra CONTROL IS AT THE LEVEL OF PORT AVENUE PARK ZONE •m-mn �G IN(2)TYPE,n BARRICADE PROPOSE � � (.ria.•) Q n ••: ••••• ••• •-u• OPO 3D BORE ,C •�S CUT CUT CUT N TRUST S PROPOSED ROBE SHA ON 7(2-411 EOPD3ED CONSTRUCTION AREA 11 w BARRICADE BE Snn OUR(4)GLEN'S wTIRE 11 IN um TT N E - Z W W .. • • •_-- z L —— PROPOSED BORE SHAFT 3 W 2 + o— 0 LU W W W. 4 + + 'W W W NF— �PRR .� ly L <w }� 1 D rR>"PEE,D BA�re�G�E3 GLED�EEDw BB,TGMS PORI AVENUE IzME r v �Q GPGSED ATE BUTTONS D RRGUND E RA ATED AREA H J W Q I FOUR(4)GTE" u o e F- O J r/.' ENO a aLd s un- 01I I 8 6 ® n 3 1 •x_n b•b.•) 1 GII �•�� tbxTr) S7.�y� o sRr��or 66 Z® G. PROPOSED TRAFFIC COMROL-PHASE 4 _ R VVfR-479 - I PROJECT >DocuSign Envelope ID 681A47C5-CACB4E21-3388-9CDD54AOB111 END r.,DD No.33,GODA. END WORK ZONE WORK Z; WPot (m-SP, N I M PAPPICARES W (om-�l • •• STOP ( � anrsn y (mxxa� NOTE:FLASHING ARROW BOARDS SHALL BE IN PLACE _ NsleucnoN END or alias[a • s I zaraE (n.n..l (n me 1 6u END AN OPERABLE AT THE LOCAPONS SHOWN FOR THE ' W ENTIRE DERAHCN OF THE PHASE 41NPRM—.NTS a oa q 1 �6 wn o • �waR�ZanE 1 p a C. (xxxl •o'ZA" zu, ('•""' c wNc Aaeo i DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 NOTE: For utility installation requests that involve temporarily closing or cutting and repairing an existing sidewalk in State Right of Way (ROW), place this PDF into the installation request and make sure the contractor(s) contact the maintenance office for additional information and guidance on pedestrian traffic control and sidewalks. The maintenance contact information will be provided and will be placed into the description block (button 2 Basic Information) of the installation request depending on the maintenance area the proposed installation is located. NOTE: If no disturbance or temporary closure of sidewalks will be done, then in the description block in button 2 Basic Information of the installation request please make that statement. --A pedestrian TCP consists of showing how the pedestrian traffic will be warned and routed around the location on an all-weather surface. If there is no detour around that can be created for the pedestrian traffic when temporarily closing or disturbing an existing sidewalk, then an alternate temporary path must be created around the portion of the sidewalk to be disturbed. That temporary sidewalk must be of an all- weather material and must also be ADA compliant. The pedestrian traffic cannot be routed into vehicular traffic lanes. --TXDOT cannot provide approval for the portion of an alternate pedestrian path that is outside State ROW. The contractor(s) must contact the owner of the property outside State ROW and obtain approval from them before placing the alternate path on their property. --For cutting sidewalk: The sidewalk shall be saw cut from one joint to another. The contractor(s) must contact the maintenance office so they can inspect the location before the sidewalk is cut and before it is repaired back to original condition. If there are any questions about pedestrian traffic control or relating to sidewalks contact the maintenance office and follow along with their guidance. DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 2011 Edition- Revision 1 Page 583 CHAPTER 6D. PEDESTRIAN AND WORKER SAFETY Section 6D.01 Pedestrian Considerations Support: 01 A wide range of pedestrians might be affected by TTC zones, including the young, elderly, and people with disabilities such as hearing,visual, or mobility. These pedestrians need a clearly delineated and usable travel path. Considerations for pedestrians with disabilities are addressed in Section 6D.02. Standard: 02 The various TTC provisions for pedestrian and worker safety set forth in Part 6 shall be applied by knowledgeable (for example,trained and/or certified)persons after appropriate evaluation and engineering judgment. 03 Advance notification of sidewalk closures shall be provided by the maintaining agency. 04 If the TTC zone affects the movement of pedestrians, adequate pedestrian access and walkways shall be provided. If the TTC zone affects an accessible and detectable pedestrian facility,the accessibility and detectability shall be maintained along the alternate pedestrian route. Option: 05 If establishing or maintaining an alternate pedestrian route is not feasible during the project, an alternate means of providing for pedestrians may be used, such as adding free bus service around the project or assigning someone the responsibility to assist pedestrians with disabilities through the project limits. Support: 06 It must be recognized that pedestrians are reluctant to retrace their steps to a prior intersection for a crossing or to add distance or out-of-the-way travel to a destination. Guidance: 07 The following three items should be considered when planning for pedestrians in TTC zones: A. Pedestrians should not be led into conflicts with vehicles, equipment, and operations. B. Pedestrians should not be led into conflicts with vehicles moving through or around the worksite. C. Pedestrians should be provided with a convenient and accessible path that replicates as nearly as practical the most desirable characteristics of the existing sidewalk(s) or footpath(s). 08 A pedestrian route should not be severed and/or movedfor non-construction activities such as parking for vehicles and equipment. 09 Consideration should be made to separate pedestrian movements from both worksite activity and vehicular traffic. Unless an acceptable route that does not involve crossing the roadway can be provided,pedestrians should be appropriately directed with advance signing that encourages them to cross to the opposite side of the roadway. In urban and suburban areas with high vehicular traffic volumes, these signs should be placed at intersections (rather than midblock locations)so that pedestrians are not confronted with midblock work-sites that will induce them to attempt skirting the worksite or making a midblock crossing. Support: 10 Figures 6H-28 and 6H-29 show typical TTC device usage and techniques for pedestrian movement through work zones. Guidance: 11 To accommodate the needs ofpedestrians, including those with disabilities, the following considerations should be addressed when temporary pedestrian pathways in TTC zones are designed or modified: A. Provisions for continuity of accessible paths for pedestrians should be incorporated into the TTC plan. B. Access to transit stops should be maintained. C. A smooth, continuous hard surface should be provided throughout the entire length of the temporary pedestrian facility. There should be no curbs or abrupt changes in grade or terrain that could cause tripping or be a barrier to wheelchair use. The geometry and alignment of the facility should meet the applicable requirements of the `Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG)"(see Section]A.]]). D. The width of the existing pedestrian facility should be provided for the temporary facility if practical. Traffic control devices and other construction materials and features should not intrude into the usable width of the sidewalk, temporary pathway, or other pedestrian facility. When it is not possible to maintain a minimum width of 60 inches throughout the entire length of the pedestrian pathway, a 60x 60-inch passing space should be provided at least every 200 feet to allow individuals in wheelchairs to pass. December 2011 Sect.6D.01 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Page 584 2011 Edition- Revision 1 E. Blocked routes, alternate crossings, and sign and signal information should be communicated to pedestrians with visual disabilities by providing devices such as audible information devices, accessible pedestrian signals, or barriers and channelizing devices that are detectable to the pedestrians traveling with the aid of a long cane or who have low vision. Where pedestrian traffic is detoured to a TTC signal, engineering judgment should be used to determine ifpedestrian signals or accessible pedestrian signals should be considered for crossings along an alternate route. F. When channelization is used to delineate a pedestrian pathway, a continuous detectable edging should be provided throughout the length of the facility such thatpedestrians using a long cane can follow it. These detectable edgings should comply with the provisions of Section 6F.74. G. Signs and other devices mounted lower than 7 feet above the temporary pedestrian pathway should not project more than 4 inches into accessible pedestrian facilities. Option: 12 Whenever it is feasible,closing off the worksite from pedestrian intrusion may be preferable to channelizing pedestrian traffic along the site with TTC devices. Guidance: 13 Fencing should not create sight distance restrictions for road users. Fences should not be constructed of materials that would be hazardous if impacted by vehicles. Wooden railing,fencing, and similar systems placed immediately adjacent to motor vehicle traffic should not be used as substitutes for crashworthy temporary traffic barriers. 14 Ballast for TTC devices should be kept to the minimum amount needed and should be mounted low to prevent penetration of the vehicle windshield. 15 Movement by work vehicles and equipment across designated pedestrian paths should be minimized and, when necessary, should be controlled by flaggers or TTC. Staging or stopping of work vehicles or equipment along the side ofpedestrian paths should be avoided, since it encourages movement of workers, equipment, and materials across the pedestrian path. 16 Access to the work space by workers and equipment across pedestrian walkways should be minimized because the access often creates unacceptable changes in grade, and rough or muddy terrain, andpedestrians will tend to avoid these areas by attempting non-intersection crossings where no curb ramps are available. Option: 17 A canopied walkway may be used to protect pedestrians from falling debris, and to provide a covered passage for pedestrians. Guidance: 18 Covered walkways should be sturdily constructed and adequately lighted for nighttime use. 19 When pedestrian and vehiclepaths are rerouted to a closerproximity to each other, consideration should be given to separating them by a temporary traffic barrier. 20 If a temporary traffic barrier is used to shield pedestrians, it should be designed to accommodate site conditions. Support: 21 Depending on the possible vehicular speed and angle of impact,temporary traffic barriers might deflect upon impact by an errant vehicle. Guidance for locating and designing temporary traffic barriers can be found in Chapter 9 of AASHTO's "Roadside Design Guide" (see Section 1A.11). Standard: 22 Short intermittent segments of temporary traffic barrier shall not be used because they nullify the containment and redirective capabilities of the temporary traffic barrier,increase the potential for serious injury both to vehicle occupants and pedestrians, and encourage the presence of blunt,leading ends. All upstream leading ends that are present shall be appropriately flared or protected with properly installed and maintained crashworthy cushions. Adjacent temporary traffic barrier segments shall be properly connected in order to provide the overall strength required for the temporary traffic barrier to perform properly. 23 Normal vertical curbing shall not be used as a substitute for temporary traffic barriers when temporary traffic barriers are needed. Option: 24 Temporary traffic barriers or longitudinal channelizing devices may be used to discourage pedestrians from unauthorized movements into the work space. They may also be used to inhibit conflicts with vehicular traffic by minimizing the possibility of midblock crossings. Sect.6D.01 December 2011 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 2011 Edition- Revision 1 Page 585 Support: 25 A major concern for pedestrians is urban and suburban building construction encroaching onto the contiguous sidewalks,which forces pedestrians off the curb into direct conflict with moving vehicles. Guidance: 26 If a significant potential exists for vehicle incursions into the pedestrian path,pedestrians should be rerouted or temporary traffic barriers should be installed. Support: 27 TTC devices,jersey barriers, and wood or chain link fencing with a continuous detectable edging can satisfactorily delineate a pedestrian path. Guidance: 28 Tape, rope, or plastic chain strung between devices are not detectable, do not comply with the design standards in the `Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG)" (see Section ]A.H), and should not be used as a control for pedestrian movements. 29 In general,pedestrian routes should be preserved in urban and commercial suburban areas. Alternative routing should be discouraged. 30 The highway agency in charge of the TTC zone should regularly inspect the activity area so that effective pedestrian TTC is maintained. Section 6D.02 Accessibility Considerations Support: 01 Additional information on the design and construction of accessible temporary facilities is found in publications listed in Section 1A.11 (see Publications 12, 38, 39, and 42). Guidance: 02 The extent ofpedestrian needs should be determined through engineering judgment or by the individual responsible for each TTC zone situation. Adequate provisions should be made for pedestrians with disabilities. Standard: 03 When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone,the temporary facilities shall be detectable and include accessibility features consistent with the features present in the existing pedestrian facility. Where pedestrians with visual disabilities normally use the closed sidewalk, a barrier that is detectable by a person with a visual disability traveling with the aid of a long cane shall be placed across the full width of the closed sidewalk. Support: 04 Maintaining a detectable, channelized pedestrian route is much more useful to pedestrians who have visual disabilities than closing a walkway and providing audible directions to an alternate route involving additional crossings and a return to the original route. Braille is not useful in conveying such information because it is difficult to find. Audible instructions might be provided,but the extra distance and additional street crossings might add complexity to a trip. Guidance: 05 Because printed signs and surface delineation are not usable by pedestrians with visual disabilities, blocked routes, alternate crossings, and sign and signal information should be communicated to pedestrians with visual disabilities by providing audible information devices, accessible pedestrian signals, and barriers and channelizing devices that are detectable to pedestrians traveling with the aid of a long cane or who have low vision. Support: 06 The most desirable way to provide information to pedestrians with visual disabilities that is equivalent to visual signing for notification of sidewalk closures is a speech message provided by an audible information device. Devices that provide speech messages in response to passive pedestrian actuation are the most desirable. Other devices that continuously emit a message,or that emit a message in response to use of a pushbutton, are also acceptable. Signing information can also be transmitted to personal receivers,but currently such receivers are not likely to be carried or used by pedestrians with visual disabilities in TTC zones. Audible information devices might not be needed if detectable channelizing devices make an alternate route of travel evident to pedestrians with visual disabilities. December 2011 Sect.6D.01 to 6D.02 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Page 586 2011 Edition- Revision 1 Guidance: 07 If a pushbutton is used to provide equivalent TTC information to pedestrians with visual disabilities, the pushbutton should be equipped with a locator tone to notify pedestrians with visual disabilities that a special accommodation is available, and to help them locate the pushbutton. Section 6D.03 Worker Safety Considerations Support: 01 Equally as important as the safety of road users traveling through the TTC zone is the safety of workers. TTC zones present temporary and constantly changing conditions that are unexpected by the road user. This creates an even higher degree of vulnerability for workers on or near the roadway. 02 Maintaining TTC zones with road user flow inhibited as little as possible, and using TTC devices that get the road user's attention and provide positive direction are of particular importance. Likewise, equipment and vehicles moving within the activity area create a risk to workers on foot. When possible,the separation of moving equipment and construction vehicles from workers on foot provides the operator of these vehicles with a greater separation clearance and improved sight lines to minimize exposure to the hazards of moving vehicles and equipment. Guidance: 03 The following are the key elements of worker safety and TTC management that should be considered to improve worker safety: A. Training all workers should be trained on how to work next to motor vehicle traffic in a way that minimizes their vulnerability. Workers having specific TTC responsibilities should be trained in TTC techniques, device usage, and placement. B. Temporary Traffic Barriers temporary traffic barriers should be placed along the work space depending on factors such as lateral clearance of workers from adjacent traffic, speed of traffic, duration and type of operations, time of day, and volume of traffic. C. Speed Reduction reducing the speed of vehicular traffic, mainly through regulatory speed zoning, funneling, lane reduction, or the use of uniformed law enforcement officers or flaggers, should be considered. D. Activity Area planning the internal work activity area to minimize backing-up maneuvers of construction vehicles should be considered to minimize the exposure to risk. E. Worker Safety Planning a trained person designated by the employer should conduct a basic hazard assessmentfor the worksite andjob classifications required in the activity area. This safety professional should determine whether engineering, administrative, or personal protection measures should be implemented. This plan should be in accordance with the Occupational Safety and Health Act of 1970, as amended, "General Duty Clause"Section 5(a)(1) -Public Law 91-596, 84 Stat. 1590, December 29, 1970, as amended, and with the requirement to assess worker risk exposures for each job site and job classification, as per 29 CFR 1926.20 (b)(2) of"Occupational Safety and Health Administration Regulations, General Safety and Health Provisions"(see Section L4J]). Standard: 04 All workers,including emergency responders,within the right-of-way who are exposed either to traffic (vehicles using the highway for purposes of travel) or to work vehicles and construction equipment within the TTC zone shall wear high-visibility safety apparel that meets the Performance Class 2 or 3 requirements of the ANSI/ISEA 107-2004 publication entitled "American National Standard for High-Visibility Safety Apparel and Headwear" (see Section IA.11), or equivalent revisions, and labeled as meeting the ANSI 107-2004 standard performance for Class 2 or 3 risk exposure,except as provided in Paragraph 5. A person designated by the employer to be responsible for worker safety shall make the selection of the appropriate class of garment. Option: 05 Emergency and incident responders and law enforcement personnel within the TTC zone may wear high- visibility safety apparel that meets the performance requirements of the ANSI/ISEA 207-2006 publication entitled "American National Standard for High-Visibility Public Safety Vests" (see Section IA.11), or equivalent revisions, and labeled as ANSI 207-2006, in lieu of ANSI/ISEA 107-2004 apparel. Standard: 06 When uniformed law enforcement personnel are used to direct traffic,to investigate crashes,or to handle lane closures,obstructed roadways, and disasters, high-visibility safety apparel as described in this Section shall be worn by the law enforcement personnel. Sect.6D.02 to 6D.03 December 2011 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 2011 Edition- Revision 1 Page 587 07 Except as provided in Paragraph 8,firefighters or other emergency responders working within the right-of-way shall wear high-visibility safety apparel as described in this Section. Option: 08 Firefighters or other emergency responders working within the right-of-way and engaged in emergency operations that directly expose them to flame,fire,heat, and/or hazardous materials may wear retroreflective turn- out gear that is specified and regulated by other organizations, such as the National Fire Protection Association. 09 The following are additional elements of TTC management that may be considered to improve worker safety: A. Shadow Vehicle—in the case of mobile and constantly moving operations, such as pothole patching and striping operations, a shadow vehicle, equipped with appropriate lights and warning signs,may be used to protect the workers from impacts by errant vehicles. The shadow vehicle may be equipped with a rear-mounted impact attenuator. B. Road Closure—if alternate routes are available to handle road users,the road may be closed temporarily. This may also facilitate project completion and thus further reduce worker vulnerability. C. Law Enforcement Use—in highly vulnerable work situations,particularly those of relatively short duration, law enforcement units may be stationed to heighten the awareness of passing vehicular traffic and to improve safety through the TTC zone. D. Lighting—for nighttime work,the TTC zone and approaches may be lighted. E. Special Devices—these include rumble strips, changeable message signs,hazard identification beacons, flags,and warning lights. Intrusion warning devices may be used to alert workers to the approach of errant vehicles. Support: 10 Judicious use of the special devices described in Item E in Paragraph 9 might be helpful for certain difficult TTC situations,but misuse or overuse of special devices or techniques might lessen their effectiveness. December 2011 Sect.6D.03 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Dt50La IWRI The use of this Standard is governed by the'Texas Edgi erinq Prdeiice Act•. No worrmty Of y DATE; kind is nwde by TxDGT for any purpose¢hOtBoever. T%DDT a86u646 no r¢epaneibility fior the conversion FILE of tele=cord to other faraot8 or for incorrect results a'dosages rBeulting free its use. 9 9; gull 3253 _ � x$ ` 15 'm Rm = q qg 04 0'. O ii � = 4j O O gigzow $ `« §° °8 s 4- Nq 14 �a s N '° x9 my -ego go vw S's _ s o mn m b 4 xN R,S_ « ° ° $ ol a 3- owe= w $ s� $m� a K 9 g C-) x� S So 1 916 - _ _ _MINT STREET � $; « « « e , � isrn x cm z s x z o Ngo fi n $ wg E« n Z mo A o P. 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Workers on foot wno a exposed to traffic ar to construction equipment tt� to Shaw typical examples for lacement of temporary traffic control within the right-of-,oy shall wear high-visibility safety apparel meeting e^ constructionap y the requirements of ISEA 'Americon Notional Standard for High-Visibility devices, pavement markings, and typical work zone signs. The information contained in these sheets meet ar exceed thenreq,i,eme,ts Apparel," os en equivalt revisions, and labeled as ANSI 107-2004 standard rfi. shown in the "Texas Manual on Uniform traffic Control Devices" (TMUTCO). performancefor Class 2 or 3 risk exposure. Class 3 garments should be 6 m considered for high traffic volume work areas or night time Work. 2. The development antl design of the Traffic Control Plan (TCP)iS the 2. Except emergency situations, flogger stations shall be illuminated responsibility of the Engineer, when flaggng is used at night. 3. The Contractor may propose changes t0 the TCP that ore signed and sealed -g by a licensed professional engineer for aDDr-1. The Engineer may develop, yid sign and seal Contractor Proposed changes. COMPLIANT WORKZONE TRAFFIC CONTROL DEVICES K°e` 4. The Contractor is responsible for installing and maintaining the traffic I. Only pre-qualified products shall be used. the "Compliant Work Zone �`$g cantrol aevices as Shawn in the plans. The Contractor may not move or change Traffic Control Oevices List" (CWZTCO) describes pre-qualified products g ).kPg the approximate location of any device without the approval of the Engineer, and their sources. 0 5. Geometric design of Ione shifts and detours should, when possible, meet the 2• Work zone traffic control devices shall be compliant with the Manual for applicable design criteria containedin uals such as the American Assessing safety Hardware (MASH). w8a Association of State Highway and Transportation Officials (AASHT0), "A Policy on Geometric Design of Highways and Streets," the TxOOT "Roadway Design Manual" or engineering judgment. 6. Whenprojects abut, the Engineer(,) may omit the END ROAD WORK, TRAFFIC .�� FINES DOUBLE, antl at her advance Warning signs if the Signing would be `p redundant an the work areas appear continuous to the motorists. If the THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT OdjOCent project iS completed first, the Contractor Sholl erect the http:/iwww.txdotgav necessary Warning Signa O3 shOVT On these Sheet S, the TCP Sheets Or as tlirectetl by the Engineer. The BEGIN ROAD WORK NEXT X MILES Sign shall be COMPLIANT WORK ZONE TRAFFIC CONTROL DEVICES LIST (CWZTCD) @ revised to show appropriate work Zone distance.£h DEPARTMENTAL MATERIAL SPECIFICATIONS tOM51 8•� 7. The Engineer may require duplicate wing signs on the metlian side of MATERIAL PRODUCER LIST (MPL) divided highways where median width will permit and troffiG volumes `n8o justify the signing. ROADWAY DESIGN MANUAL -SEE "MANUALS (ONLINE MANUALS)" 8. All signs shall be constructed in accordance with the details found in the STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS (SHSD) y$y "Standard Highway Sign Designs for Texas," latest edition. Sign details TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES tTMUTCO) W KE not SM1own in this manual sholl be shown in the plansson the Engineer shall provide a detail to the Contractor before the sign i nufacturetl. TRAFFIC ENGINEERING STANDARD SHEETS 9. The temporary traffic control device,shown in the illustrations of the 2 2 BC sheets are examples. As necessary, the Engineer will determine the most ODOrooriote traffic control devices to be used. 10. Where highway construction or maintenance work is being undertaken, Other than mobile operations as defined by the Texas Manual on Uniform Traffic Control Devices, CSJ limit signs a required. CSJ limit signs or shown n BC(2). The OBEY WARNING SIGNS STATE LAW sign, STAY ALERT TAL KOR TEXT LATER and the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque shall be Cected advance of the CSJ limits. The BEGIN ROAD WORK NEXT X MILES, ONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ limits. For mobile operations, CSJ limit signs are not required. 11. Traffic control devices should be in place only while work is actually in progress or a definite need exists. 12. The Engineer has the final decision on the location of oil traffic control devices. SHEET 1 OF 12 13. Inactive equipment and work vehicles, including workers' private Vehicles must be parked away frau travel lanes. They shaultl be as close t0 the ,Texas Department of Transportation right-of-way line as possible, or located behind a barrier or guardrail, or as approved by the Engineer. 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LOOSE f 9FL,ea siMI¢ucn Oa FLADGER ginner Ni 11 y MIT any �UiOTIM,a a N,n �mY«mo�e Atgns.men gir-11itl it iT i rewtrea, a;wa.i 11 rP-d It or nes Pn�,,:9P mss,o orner sins.+nOr sr,wla De usetl w,m wrk s �k areP P,n/a ON.—MNON reMeean Dan ma r P,PI err r;P+e ce Eng;Mer/In¢pec+a r 1 Xng Pero f ne a e c'm r Ninimm O;s+mce romp sigl nearest rM mm Ioma.mceaq apacrM 1pfIf MY'ITM Mi IMI,m+M EIC aMe , o b C-1PIMancer,Or+M Nak msiructi c1 0 i-intersec Place '' KaiW. $$ ZartrSraMad Sneers. 2. Ir c e Cm+r¢ r 1 '[ONixACiOR 4. e'ROAD'' xEXI X NILES'1C20-1,11 nidi sM ANE'1G20-611519^� ^d rn ce]earicaaearr rM road<Io re ee ec 1101+aXs GENERAL NOTES m$� I. an9+n of mnarruc+im in Md ran ice in+ersecr Tan.1MrElgicea De'ROAD IRAN x NEXT XNNILES'e1 N(C2O-1bTL)a d"ROAD N'RK NEXT EX MILES'rigor Or— �C20-1 DIRT ai9n,,na1l ce raD MM by M Detour I_nq< 5peciol a ager Ai.siyls may ce used Oa cecesavy. a 1,y,'w w1 d for rM DID,. h°` s.W ni9Mr m 2.Dis+mce M+Nem aigm NWJIO ce imrM9 w rewirm TO nave 1500 feet °..°F 9.m m arm,amawria aMW,e1«.Mre.n adyOMe MraEn9inea/InaOecrbr,eanaXl f beMnplmeceV ran;rp. mgo +M p ma«a de erminm by+ 3.DIIOMI WIMM signs AtMid ce;MIMEEM bs rewired TO nave 1/2 mil WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITS SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING AT THE CSJ LIMITS amore MIM,AX,NND. ;sw C e''N .D. IDI' xal�xe W e M,,,o 9TP W-E °- vends a ne111Molof2- s�gis moY ce aced m Im $ « SPEED iOxaE STAY ALERT Wa l 0 fian .na Erq;naer as per TNOTCD Port S.See 00 ROq L'N'T *}R20-SI OETEI re 2,nder'Iyp;w1 Mom of Croeamd Sig,'. spm._ If XG2D-s1 RD cN1 n X X of%iF •"x, 1,di—c!amced w T—ae ind,<O+ed s.o, rn;,,g aiy�a H~P� ROAD Cel 10 *_0 R *9FG20-at aceas ar D R2-IiM If x[R20-5a1P S1AlE LANC.Seesig^s;ze1'Ping;n MI1C0',Sigi Appen M'Sfmdad x;gnvoy ° ❑ 20 101*L FLI 3TI SiXDasiafor Naxos mmml fa Cd,olere lis+of ovenIw1e AiW deaiw XX C1]-1PTy l Banco%v s.ID ;p dev;«s a p LEGEND i--i Type 3 Bar code b a a 4> 0 0 0 Cnannel icing Devices s b N�ORmx -0 NO PASSING f q2-1 UNIT i Sign xxCCXXt0-1pI;EM ]x ^9 ne Engineer/Inspector y1 [Sd L�m�r Orw1 u dai�ned Marni^picDl Dost mROADe4GNx AHEAD-1-0-10-M.Or` uefaYe ill D109$% _Ii NOTES X SP—liZ,cnarcSarerne +,.SIX iM bool; 1e TCP sneer,fOr exact Ioaat ion and_;,,D Ofsa?9nN a,d UIP f alp, .X^9rde <Contractor s ^9 0 SAIPLE LAYOUT OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS BEGIN T D Ia m.ne Gro�XraerX aianaraw�eEGingRoeDe spat eau relne C MMG20-91P =E NORxeNEXTc%dNI LES'(G20-STlai gnef untied SHEET 2 OF 12 t. t.ADOI" SPEED STAY ALERT w,to ce a all rePloce n ontl snal beoErgineer. ROAD ROAD ROAD 1[If420-51 LIMIT IRNFIC Nnnx xc no tint matilitiliIIE1 t. sseM.''It abe uses.le Iii,Ne in inn approval of r as Th;I CLOSED CM(L LLllll WDgN 3f 3fk20-S1 FIIES 5!4x5 Texas De !Trans RII-1 NOflx OgIBLE ® rn n , par3mento PPrtation AHEAD /ANILE X X TN 51AlE1 LAN ❑ e"BEGIN W]Rx ZONE"<G20-9IP1 a tl"END VORx ZONE" <G20-2bi1 [.a voa 3 a bIl it If420-at If{[N20-So1 G20 all anbWn n a e 1—t Nr,a Sza lord p XX Ca20-ID R2'1 ,.qna a redo sac der!%CSJ MMI, They^i azi,q CR01F **101 1[M a ing o .nM,a INA *ngia a CSJ a ere rraff<f nNa may tla b1 BARRICADE AND CONSTRUCTION f°x Nb,Ner,a%ranee^r.'m PROJECT L I MI T csJ 1Wts;amna I rebaired m b;9nmtl1 CPnatr„m;a,and I-IDticii Of +' + -mit a 0 a,Eaatn nce Nok�Naen'FOaDaNORx1 AHEAD or ICN20C10sr9n'ans. BC��I'2� ' bin0 I^ b co^rrblecpanM. tea a<a d r an rDe Ira r a�ppp SPEED R2-1 r Mrend of N sed 1 r r OL 1,n SP E EflD 1.12 00 �❑ �/ rM wrk zone re9u r y P ami s;gn o ua Ewro ROAD NCfm 20-21OT 1[* - 9 O11 B 1?°e G20 E� XNX 5 21 D—Sn,Envelope ID'.682A47C5-CACB4E21-3388-9CDD54AOB111 TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS D WDrk zone bDeed limits shoII be reQll otory,estobI ished in occordbnce With the'Procedlurea for EStobI iahi ng SOeed Zones,' Efr and ODDroved by the lexas 7rQlsbort0t1on Cawli SSion,W by City Ordinance When within IIICOrDOrated City Limits. rfr Reduced speeds should only be posted in the vicinity 6e4 cs of work activity and not throughout the entire project. a e di ti,n far �� 9 p 1 tlireci csa LINITs Regulatory work zone sDeetl signs (R2-1) sholI De removed see Bc ll do'd . / LlNlis odaie anal azar «g i1 oonlna.wnce or covered dur i nq Der i otls when they Ore not needed. alg.ing. 8"5Z Y rR2 8 seecenerai 1—-nsod, WORKm-saP44QQ ZONESPEED SPEED ..xC LINK SPEED WORK6N07N0 R2-' WOflK ZONEGla-$aP LINKRlR2-i ZONE L)0-saP❑[el s LINT iO LPNIT 0 R2-n sg 60 "' 60 e2 E� GUIDANCE FOR USE: =i' n8a LONG/INTERMEDIATE TERM WORK ZONE SPEED LIMITS GENERAL NOTES This type of work zone speed limit should be included an the design of 1. Regulatory work zone speed limits shauld be used Only for sections of construction W 8 the traffic control Alms when restricted ged-irks with a lower design pralects Where speed control is of moior importance. sceetl are present in the work Zane antl modification of the geometrics toRegulatory one speed limit signs shall be placed m supports at a 7 fact m aZ.a Z. work z inimm H~P� 0 M1igM1er design speed is not feasible. mounting he;ght. y Long/Intermediate Term Sark Zone Speed Limit signs, when approved as described 3. Speed zone signs are illustrated ma for one direction of trowel and are ramal ly posted above, should be posted and v sible to the motor ist when work activity is present, for each directi an Of travel. Work activity may also be defined as a change in the roadway that requires 4. Frequency of work zone speed limit signs should be: 0 reduced sceetl far motorists 10 Safely negotiate the work area, including: 40 hall and a)rough rood or donaged pavenent surface greater 0.2 to iles m b)substantial alteration of roadway ged-irics Wxersionsl 35 n�and less 0.2 to I mile c)can irection detours 5. Regulatory Speed limit Signs Shall h—black 4);e end and border On 0 wM1ite reflective 0)grade background(See"Reflective Sheeting"on BC(411. el widen Pl other conditions reooily opoarent to the driver 6. Fabrication,erection and amintenance of the"ADVANCE SPEED LIMIT"(CN3-5)sign, As long as any of iM1ese conditions exist, the work zone sceetl limit signs 'NOflK ZONE"(G20-SOP)plaque and the"SPEED LINIT"IR2-Ilsigns Shall not be paid for sM1ould remain in place. directly,but shall be considered 6�lsid.dry to Item 502. 7. Turning signs Iran v' laying signs over or ddwn will not be allowed,unless as SHORT TERM WORK ZONE SPEED LIMITS otherwise noted nndereVRENOVING 0fl COVERING"on BC(4). This type of work zone speed limit may be included on the design of B. Techniquesa SHEET 3 OF 12 the traffic control alms when workers or equipRnt 0 not cenind concrete rcei may help reduce traffic spee05 include but Or not limited to: barrier, When work activity is within 10 feet of the troweled way or actually A. Law enforcement. ' orrery in the traveled way. B. FlogPortable Statimetl next to Sign. ,Texas Department of Transportation C.Portable cM1angeable message sign(PCNSI. Snort Term Nark Zone Speed Limit signs should be posted and v sible to the D. Low-power(drone)radar trsnenitter. ngtorists When work Oativii E. Speed monitor trailers or igns. m y y is present.Men work antivtty is hat BARRICADE AND CONSTRUCT ION present, signs shall be reDved or covered. g. Speeds sM1OM on details above are fm illustration only, yy�p rf (See flemoving Or Covering on BC(4)1. Sark Zone Speetl LImitS Should only be DOSted 08 ODDroved for each Abject, WORK ZONE SPEED LIMIT 10.For mo a specific guidance concerning the type of work, work zone conditions and factors impacting allgwabhe regelaigry construction speed zone reduction see T,DOT form-1204 in the T,DaT a-farm system. BC(3)-21 o� l s-v D-SigN Envelope ID'.68134]C5-CACB4E21-9388-9CDD54AOB111 TYPICAL MINIMUM CLEARANCES FOR LONG TERM AND INTERMEDIATE TERN SIGNS GENERAL NOTES FOR VORN iOIE SIGNS Cm+rac+d&,oIdi.aiam In a s+aipnr ON plum-ii.-W IN di-ld al IN EMirxer. Im' N-1- ROAD 0.@AD ih 2• WOAD WORD i, Ai!irtt NNIh.11 emnma '1.gage ceM.'gin, IN airs, r E •••a,d ^, WORK ..a anal O M MiMd. z�.�a sal ce M.,Ia,e,wIMI WIOWH WIORR WORK « erraveli e.d RHERD s. ine Cm+r«+d Myy'-i lkeearne:IN no deli.,_ h Olw a in Ill'S+m«rd xiaawy Sign Oesiml fur Texas'IzxzOl,ON E` AHEAD AHEAD AHEAD En9irx 11.1cec+«MY mill IN Cm+raror+p rNr„ien nK Max zam NO rna+ in r TWTCD W+Mr nate bed,shined Z1fr 6' non iM OIaM.Any v n IN P me M d«um a O w�-aaeamn+M lEEMM d and IN'm+r«marm'a b N.NPON OIe Peram.A maiall Mst Oe«ammted.n�ri+Ine Mfde Mi,pnirtp �•Ml'i5 a«anxn iM IN apes in ** r M Inscecror's T.MTID MVin9 Will rM In¢p<e+a m Cmfr«td he adral lam mases. fi fi. h,Cm+rata m aiai awpata a n+M'CmdI;mI Rax zme TlIffo con+rol 0`vlce L iCTIzrCDI ra small Dai 1.a•m .iena. S. I.rd a sr ace r«Mi«ee.�.Mall mtt ewiremm I.—Raaaai«zm.(1-1 s e - D..6• 9.0'Mz. 6•o T.a•m 5 r.a•m r Mda M Cm+rdndlomll grill se ai�awarr�ee drawl coot o +M smut«+dd s�ns+alla+�o�`recamis«rims¢o E E Read 9'0•ho 'No,oh95ns hill ¢ N EWiMd•a' g1M Lit aIaem ra Ili,IN 111111 rgsai�e mea`.vee�s. +e and «inpf.i O,s ri+n damped ar dacka-trace.maid tlana9«d IN III a'w+e by acx hedEMinednneceardr.rM Mx�mm r Ie+rerg owed cmpm .a WttWr Lh�L� crP.- yh 11 Cy/r/ F 9. etr it Fl!aFlcox II iN Oe einU. mIY m rn • + gid wb¢rrme Mi9m o Y logo¢uxU Vny 5,ou 9. TM Cm+rac+d anal I rep« mama rood po d Amapa rood sip^posts anal I m a If m Ili Mi p Pfp M MW DI«In9 axis swear+ m un I<v<I�anD,+ 119 pact ININI Mnt M M sia�soca¢straight ala plur0. ¢ f sl«lap ¢i9n Mem+iM nel.+erne n f sl«M a00raPr io Ot of sl«w MO away attd m rhe+y«of u`.i miec+s s NOT M PI«a ower ids M a means of Ievel'inp, m'rMeM«dories�esErginttI ig <apan¢i f�rI'm'rp mOc 01,IN,I t. 'i".fof,NW11in9 pdformed.aT'n M k VM 'Iep wPpdra,+ vel I.N. urIngrIN eio,cw eim mouYIN Might uq ra maN ac ver a re_M. _ 1. LO+o V=Itm+nMiMSI mtl auratim of wrk re«irmrenNO S Dlemn+al olaaw¢I 0-y or D�s+wel¢MUID nm cover tM¢urrace of IM poen+sim.'ra D. aq+mm StarI OYI.-1 k that r Mn D«hoi mg'n D. Inrernmaiare-veno a+a+iandry"MNW a -pile a ala im ode rim are day li.,r ceria up to 3 Dara,a ni9mrill wrk lasting a.m swcen ATTACHMENT FOR SIGN SUPPORTS AttuClnlm,t+ wpam,s milt,ravMeid,omN- sIMIe«rli.,r ce i?i r1. N r I M Dr Dalfs and Out, I.U imild-mark,M,movezM--wee r d«^ermi« y appi,racoon o apw m o r Is mi rures.l r'«. p s.use rxlbr•spo 0.1L,1I xpINTING NEIGNT .X aMve a�« Lmp'+an✓Inrerneaia+e+dm signs end e+l f , +not mde+«n19 ftt, ave+M Pav«surf , cep+ nnnP� S08f Ofeer+0 'YO<Se0 2• TOO Wt,M 0fsSWI-thill lt Iluramti Bale end I NNY ce ognimm of Ieram agave IN povenen+1-1 Wt M ma<+nm 2«ree / aian..-tg S. L iv°1n+dMDiare-+mm signs my ce ugtt in of Snort-renvsnar Wra+im gi9ni M, e+a«ve RThwparf / S r r,or�Wrm d.signc AMI M uaa o ng doyl iqn,and.MI I M-ala IN end or IM wrM y r raced,o �g Ram b Lao-tna Illnrermedia+eaaim Mian+.al M,mac,m 9 ftt, M pa a wrf M Mm+tt , tts+ f o« Nord-,of Nark dii'm;M. Sae ase"« �OaG3 NII fdnlah Inc w nleaa athdr,ne dhow,n the plan ar a «ted by OR NOI IS glial I NOT SI TM Cm+rac+d v, sl«sl xs sM mat 121 u he En Qom MMffg2 De of IONetl. slcx suesTnATEs pmeer. .8e IQW 6�� Each sign M cm+r a aamall ngde+ gio,g«s+ra+e�6NloIala iii MM m'+Mad-f-11 a ii halls ar a M+YON p Ii.I -' Sia.w glial I be o1loUetl ). r'+thatho-alli.bei^p<....I anEm1do Ii a ra-cewnnmDa+ eipn'cupporra.` end rt,wol awl rted+ dnrwatrare ewmal els of rM+i9mness ars>M ide, glb{ e,it lar w+M / tlireG7 ly 10 ing gi@n 1. '' goo MMIs fdb;M ran 2 ar ¢M ply <Ieat,I-+n br 6'r W�8bof IN ion gLODOr}, IAmI}iDle ao^bpMar cere+,rea+ne rodce ormnenO rNIW 1.Tile_m. PI«a m both a.«a or+M.,I;ce ala.book If th.aced.11 wMD 8 Signs ShoI I not be M'EMiMd flay mdove aid merMas of y11ciM rM sign-I. 6. 4Y FeONT ELEVATIW joinetl or SDIICetl by REFLECTIVE SNEETING N p. �,OlpQls WOOtl ,. ., aI Oe re+raref srrwrue�efe IN wId and ivi+y rea,i eren+s of WS6b0 ri iD s«s d OlS Or farc9«s.T a'ONS¢«clflcmims e¢ m'aCIII. a y FiMr Pe�nldca Plas,.c SUDDOr}g 111011 TIO}be }, c<riM,wI;W IM o ONz-8100 Trpe A,III siw r b«xdwM.r Splicing end ubiM in eXientletl Or repoiretl 1. Ormpe.-ing,mee,ing IM ea, mems of ONS.1.Trce GIi d rceuCls,`� I M Ned far rigid dice.r«n dime«tlpramaa. Mipnr r sol ic'is �ing fw SIOf ELEVATION by SDI Icing or SIGN L M bod +.SeI ice mt M «a+ anal Oe d spm You, s«d le +IuSol I.in Vo°D Oilier OTeUIg, _MAlnm ae awlie«aslna Mmd+m«rD xices lyse.-n.orale of Imm«I er+ds and=r'l.maprbe of 9mo,1;an 0..;0n f s.aSio.,orc mwld W at Nr 5'+ n rhe 101;11 IN .r r a«damce Xlhtpd,mem-fiord.and Speci«cmima. of o+Isar rna lam 9.9e nareriol. RELOVINGCORa COVERING ip STOP/SLOW PADDLES CONTRACTOR REOU1REMENTS FOR MAINTAINING PERMANENT SIGNS z. IN Nom g,WW I,III «�v,s'M aMMmn� w�M moyeM I, f tic 90 dwreea m,m I.STOPISLOV Madill are rM diMrr oI ffla WITHIN THE PROJECT LIMITS in+e.'x°<on.-na Nio cadb eye d,M marlM u M FW Bala instal in maim ra�v am NiC d,N a Ma any rlappda.Tne zTOPrSLOV Padle Mee per9e''xo2e', sial MY ce gem «niM tr 2.by lldLOV Maples Tia night, si«a aro utta ra r rewla+iw,c 1. siqu in dila msr00%n Skids NMII nd,`M,wMa a+90 ce9rm W ales,o Me r,Wwr.TMla Nian oil-W remora a cable e r 1.STOP,=Padiea ma�meouaMMsrosa' rr um a minima «gi«a�imq ce ON.rd«9~ora cow bed m9+7 oe 6•r sign.s, ma oMd 9wmraMacaln,mr cecIL0001^nq entire ' ace o«we dodrries aver w+mod;l<Ma .rMuI e ��a ne STOPcep nLOV lassie f« lar ofimal cesi a-i 5. Burlap NMI I`WT ce aiplg,tl MI Oligo«aMIn59n+,N. magi Ml+nwsiarmttraM.' S«+iod 6E.OlPB . Orlvera doceai Ms+hrou.,a Yorkr need+M sal, 6. Ow+ w NOT M xmnlsi9m"I�n9Pooev¢z�in rM TwreR if not M m re wiaawe aN MrMIIr iM+aIIM m a raawr.ithWt Si-1. and malawr -1 x saved da hales 0«xfil Ica wm wml Brim of w4 Mnr im Nor ce+aila rd cow 'h'a' zm +t-sM SIGN g1OPORT lath xT4 a + Muse (��\TIMI �I�=� 1. Mn rewia+d d Nanin9 ai9n.cmflic+r im wl�+s to urnlM ow,r SHEET O OF 12 Sop 011 �0 IS-CDNt�:�M pd env a�w un, rnen4 Iarge�9ui«si�me�stt lam }. of ..O;N.I Oer;lweD,UMna Nr ori E land froN NOTI ITN I Fel,min+an a arch 3. �«..estiMYW.m+Mian.are maven and reloarea are+0 3. iv use'I. e�r niwld Terga Oapd-oh,or rramapo.rarmm �LlIof n+alg n Idq+la m+Mir poor+, SMI e�9n supporta i i;M=+mg.sns s awlac-.1" Standard p siw aaare11 bto e a m at sra a ai9ina�w Sm«o9saaMUla w or 3 I0 0 50 IO 2A.� 2i.� mwI I oxer a gMw on rM'SaQ S+marD mttr¢ ¢iq,sbs 5. Smm«a9afa«a bis MMus lu«1 maIaONOT MI ONsuttd.ve usa rd M°Q YYwr5M¢Mi9n,N aMw m+M 8C SM<+s ar Me SND Toed d ,«via.,ib,ld Mt M BARRICADE AND CONSTRUCTION semM This.a MBI or add M aw«r,ar<pay em fa ice¢ora s°Sim ,.KD mD ba -ad Ala, . «Me=ia,iMx.'q,..a s. 00hrub0er°Oda „Ma«`.�e^ a.,a°0thes-TCO it. TEMPORARY SIGN NOTES a m.arM-nl,. -,W- i .« pernmmt aim.are+o usi,q Mopor 1• ;mmaCN endl lsan y Oe pal ON IMI or Iain over M how Nwpor+s or IN SHEETING REQUIREMENTS [WHEN USED AT NIGHT) M cm+r«rd still„ °AOarr M ae.1-Ird-Il, an roI aaoenatt a«Ne 9'.M lee or IN mandda cnee,s w,nea[RTCO i yis cMI�^Me.,M resit nam,i„p h10•roe iepe'of "'alis ar la,dOsa., xMap.call O Vr USAGE COL SICN FACE NATERI AL hei.,+s Naow m rM aC,o M Sb s+ wriMrOmsrr«+im.sl 9. Smal ma95 Iftil pi«ealiasm«10�s+Mhrskitl and anNY IN al Isrore'usa+o level By 4) I 9ACRCflOUND RED ,E 9 CR C SHEET IN4 endula Oe paid ro unad+M'appr«ria a pay y1 r }inq existing ai9ne� sign Wppar+s pI«eD m slacea. ORANGE TYPE an OR Cr.-Ei1NG 6. ai9n a rr a dam«d by rM Cmrr«+d FLAGS ON SIGNS 0„n BEGENO BNaOROER VxliE TirPE a CR C SxEEi INC arrni srMr« orenean 1. Flaps M « as+ Ndnl a al«a.Fen umd rM o MOE LEGEND 8 90ROER BLACK ACflrL IC NON-flEFLECTIVE FILM Cm+rata ra re proper'9ultlmtt fur rM Mrari Mrs,This r.II«swg�a a y M 16 1- awe a �d f r n 9 M B IA:.o 1.Iter 502. FlwssNwl nil s.«sa« DOCUSig,Envelope ID'.682A47C5-CACB4E21-9388-9CDD54AOB111 {[Nozimm 1 2.6 Sign Sigi Siyn V, 9E Raximm 11,° ��✓skill !Po !Poar ]!Posr Post 21 sa�ft, gn «e 2x6 yy /sigi face' /Mst 2 S 2i' 11x6 tb° to¢° e 9St',e E� fl 6 ! � 6�ss �� Cf ° If{veze 6D' 9 9 'l/ 2' 1 .firm y�irple6.. 1 mi.in opf; a —.4 1-1 of Ys 16'I. Sir m9nwi ls• eeve itt Bast u M. See Btlel r pas asai,i Y. ^ a- ail/2'a'�aer %/ ,trona°soils• 1«e rneeZfCO 1. 5W'kaitti in M' 1 ZxN x f0' x Ifi' l0" f_ .;e qnf f oI e,P 11' 2x1 b«e 1m �n lq,n t1 Stn b'« P g a 3r¢"Iz arm} oRr PA."^•• �iq to. f I no•e �xe «k +x+°i«k pPlla�e iMmroS 2 OPTION n - rrrn. l6 9spa °stae mirecrE nrl s+«l i or s,a0--fortis sloe-I WING CHANNEL PERFORATED SOUARE METAL TUBING ^8i SKID MOUNTED WOOD SIGN SUPPORTS LONG/INTERMEDIATE TERM STATIONARY - PORTABLE SKID MOUNTED SIGN SUPPORTS GROUND MOUNTED SIGN SUPPORTS Rerer,o ne Cj2TC0 Mn «+qq'¢ aiogi as TM mox. ¢ison oo+oge sail Boa `�«r qr s°T'=sger nigna,re e?a 6 ri'ia¢i,n WEDGE ANCHORS .1.a pr �,-eel l«ie Ilea9ea d.P.�Y„WA ee It— am '1aTIO,`,¢ "9;fia'o°;.app 9,m�pto 9n is 112'p Y.D are ¢;T as Wart¢ q'i" to t Yip moreFee,of I;T "38 m sngl mit°•ie be Daineer`mol-reD ed-A iq ' as e 91rfi"c�l'gr.5«^9 T-fe in9 Sranava Snee,s"m Bcllil. OTHER DESIGNS nSA NORE DETAILS OF APPROVED LONGi1NTERMEDIATE .` iAND SHORT TERN SUPPORTS CAN BE FOUND ON THE 88 CKZTCD LIST, SEE BCiil FOR WEBSITE LOCATION. k8fi l lit"z l lir:ll too, i2 as°p¢r GENERAL NOTES 88 a�+m <OO NOT SPL ICFI ,]r< ,)r<'x l29' 0318'X 3'F. ees raosn aiq� 12 W.s r 5 Doi, s•.P Wt"]rs'i^Do q L9'x l 112' `=~Y• f"goiv,r felescples info sleeve ,}rN 1)/A x 129' Icdnl«rifn ,ce uses an evvY j.1t,fp!icer : rn Srl6'no n ri e¢ v l Le'z l Le" N It 91. rel },No n}s to M sqp ; souare ru,ira �lit'z lit' Inoie cerfvares _ — f iIi r ri n r r z 51' � to nolel 11«.¢Wqe perforates - ruaiig eprign, m.. zuP d spec c mo e a s o es m fr,circie�e r UgigN m�cf Ini�q piagval Or«e - )- C.ZTCO Le'. telettcae - 1,n e,esvtt'WAa V7 a m ovise� ^aD1 to A_ orwnls',W" Preiec,c apove tg' l Sit' l Sit'z 31'(n 2D 12-x 69" ins r o I,en S02.' i1 W.¢ l2 9a.'ceD0 n l l ce«n e'A.b« - Ztbira skid-- 2'x 2'x 8' See acrd to,se—Ilion of Wk O—i— S, is x 1q, 119a•'s {t 9s too signlmet AUITgOe.Piece.^Spli-g,i ll 5 B'Al iT — or NOT ce al ores.Po¢r snarl be ml res etill p OrE M 5�me OZTCfq ce t)pett�si�x� p ��— �� _l° p em p e« OK Ailn'� I6' SHEET 5 OF 12 0'_ afery ,Texas DOparlmeN,of Transportation get« n WW .a to 5[a lard 48 2x' bMk ,ll WWII. «. BARRICADE AND CONSTRUCTION .to TYPICAL SIGN SUPPORT to °rra D„e SINGLE LEG BASE 32. BC(5)-21 sI.vier 1.12 SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS °"°°'"° If LONG/INTERMEDIATE TERM STATIONARY- PORTABLE SKID MOUNTED SIGN SUPPORTS DocUSigN Envelope ID'.682A47C5-CACB4E21-9388-9CDD54AOB111 XHEN NOT IN USE,REMOVE THE PONS 1-THE RIGHT-Of-VAv OR PLACE THE PONS RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES BEx IND.'AR AflRICH OR LUARGRAIL WITH SIGN PANEL TURNED PARALLEL TO TRAFFIC fine Engineer may approve other messages not Specifically Covered here.) I+aRTAWLE CHANGEABLE MESSAGE SIGNS 1. The Fra X.11I.WA.1A,mo„«pore d„meseagea wed M porfop,e �fr MMDebbie Neexx eigns iPMm. _ Phose 1: Condition Lists Phase 2: Possible Component Lists 2. Nesaogea Al PCMS aha +nM B.arta i 1 fur+ O4 eight ON-1 ra Peru—O, o,incl,u0NO siab,e WMda auM as'T0�' ^fi• "PDR•"'Ar,'°+c. Road/Lane/Romp Closure List Action to lake/Effect on Travel Location Warning No Advance uesaa«am«,d cwsia+or ansing,e Max,M I.Mbsae I— TICE Condition List List List List Notice List Ire ee pndx meacagee a.e wr :;Or E«n Max of me FREEWAY FRONTAGE ROADWORK ROAD MERGE FORM Ai SPEED TUE-FRI reWbe I—lo—.1 a single rwugn+,Me Nus+be MceTz by CLOSED OOAD XXX FT REPAIRS RIGHT X LINES FM HXXX LIMIT XX RM- I. x Iry we'EXIT'f.refer f.m e 1 rmp M A freewy;i.e., X MILE CL05ED XXXX FT RIGHT XX MPH X PM _•�` UEXIT CLOSED.'Oo ndr ux+w tItIAN AM.' o=F 5. A y use rM r«re ar in ersrAte—0-An IN,U5,SH,AND ROAD SHOULDER FLAGGER LANE DE iOUfl USE BEFORE MAXIMUM APR XX- glMgaWith the—,Men+referrirp tb b rwawy. CLOSED CLOSED XXXX FT NARROWS NEXT XXXXX RAILROAD $PEED XX A. _ n use,+ne w++M of a¢rariMMy Ptxa me¢xce pine,Mw,d ce pi$H XXX XXX Fi XXXX FT X EXITS RD EXIT CROSSING XX MPH X PM-X AM T, meexpe+erm'tEfxfra'rMwreyw ww Msy bi!erne—ie ro ROAD RIGHT LN RICHT LN iW0-WA1 USE USE EXIT NEXT MINIMUM BEGINS I'll M Saturdayy niw and Md by°SMapy evening b+mi Mign+. gf8 a,days and ra o wk maul be displayed M the PWS if.vN CLSD AT CLOSED NARROWS TRAFFIC EXIT XXX I-XX X SPEED MONDAY p`a +o cegin on Friday evenirp«d/or wn+inue into Nonddy mornirp. FM XXXX XXX Fi XXXX FT XX MILE NORTH MILES XX MPH u]a B. Ale EPointtr/Insp«+M moY x,ttr Me of rp w+ions Mich Me avai l- oyingAI.°�yaxneWMeMAPM.E«h Mbee mbyce RIGHT X RIGHT X MERGING CONST STAY ON USE PAST ADVISORY BEGINS -aa Ployea ru eirre.fwr eecuaa wM or for rrvee xma LANES LANES TRAFFIC iRAFF IC US XXH I-XX E US XXX SPEED MAY XX Poandr'f me�sPoesM wd¢ind ¢xge.Tne n°ms¢,°ge CLOSED OPEN XXXX Fi XXX FT SOUTH TO I-XX N EXIT XX MPH 8 �esxrenad'wweeart'con- ubn An,oe dro-ln ae meaxget CENTER DAYTIME LOOSE UNEVEN TRUCKS WATCH XXXHXXX RIGHT MAY XT AhQ iNe lines of+ce Nes¢ape+ne¢ane are MMgiPo the third line. LANE LANE GRAVEL LANES USE FOR i0 LANE XX PM 1.Do wt use the—d-U."'in message. tar Oi I.y+w mesaage'LANfS SHIFT LEFT-M"LANES SHIFT RIGHT" LOSED CLOSURES XXXX Fi XXXX FT US XXX N TRU"KS XX XXX XX EXIT HX AM PCAS. Driears w It MMrs+mtl me ma¢sapa. pq 13.Do fe diol°y mIi An. +n°+svol n°rizm+°IIy°r rerLANEriwl Iy°vacs CLOSURES I CLEXITOSEDTH DEMOUR F ROUGH CH ILE X ROX DFT TRUCK$ DELAYS FM i0 XX CAUTION FRIECT F US XXX USE -SUN C o•fe Mable Ii obbreviared Wvds and w wrd Mr«es+Mr L h e ary«aPra a far ax °PONS.Barn.arda in°Mrax ala+ce �gm d WIayea+Poe+ .W b,AN I,w+M+nie ler Mw,a nd+be yARIOUS EXIT XXX ROADWORK ROADWORK EXPECT PREPARE DRIVE XX AM �. vIa x,M,ex WTGd f LANES CLOSED PAST NEXT DELAYS TO SAFELY TO g ,s.PM¢Mv«ter nei�+ala ,e in °+ ws v r.i,er CLOSED X MILE SH XXXX FRI-SUN STOP HX PM 6" Yw a Oe°ieg oiedfromvui��eos+r6ao°regi°at nigni MIlmB00 rttr+M N+ o"t' a�,tgn+, rrwx m«meaM «+v h.ign+of 10 Xn EXIT RIGHT LN BUMP US XXX REDUCE ENO DRIVE NEXT be 4t b,e nom area CLOSED i0 BE XXXX FT EXIT SPEED SHOULDER WITH TUE o8a 16.EaM�s or cM+aw M+w Nes¢Poe wvd rarnv+nm CLOSED X MILES XXX FT USE CARE AUG XX Miam Nat �b� +ry P[xSMcanwld�i«ce ro „�ib, iaAg'�nor Will MALL XLANE$ TRAFFIC LANE$ USE WATCH TONIGHT W% $ OaS he.mzI f-IiAN .A w+rern wcn U" '"I"uric¢IF ndrizmra,Wild DRIVEWAYCLOSED TUE OSEFRI SXXGX FLT SHI Fi * OU ES WORKERS XX AM a1:"Em XXXXXXXX F STAY N~P� NORL M PHRASE ABBREVIATION WORD OR PHRASE ABBREVIATION BLVD X LANES SHIFT M Phase 1 mist D<used rirn STAY IN LANE in Pnose 2. IN MM See A111 III—Guida,in..Note 6. o y CLOSED LANE } A...RPoa ACCS RD ALTui lee uiJ VE IN I..Per ADH Bell HALte REST RTE Nil, VNN APPLICATION GUIDELINES WORDING ALTE RellIVES BW,ewra BLVD NDN 1.0„y I m 2 phases are ro °PWS, as flILxT,LfFT as be rMMgeE as MOM Tare. ILINhAt DeeBRW NO@I 2IANT .TM,s+Moee for w+nI endo, red f M rM 2.R ces i Ma+i ams IN,US,51, and LP c + MMaw ds Corer CTR w wr "Rwdhwe/Ram C1ocve LA"aAn --I-1r[MditiM Liaf'. Poawy'are r 1.A}nd pnox wn ce x,ec+ed fr —Effec+ ).EAST^AT',NORTH as SOUTH I., 'avid TMs E,e, as SI cm f i0^ CONST AND rklirgMd Pa1NGe1 ion,terata,Warn)Po,0'Adwnde R.Ii« ire gea as ppMMrTare.ow CROSSING RINGRAW fl0 HI°se Lei L«p+ M a ° at on 1•H%Z'Yrrarea and numera replaced ae a�roM Tare. N De+«r Route DETWR mC 1.A LAWNiw HOW is Only if a III—or lac 5.ROAD, it MI ab FREEWAY wn Ee in Wdd be waded. Do Nor DONT SIX—Rwd SERVFT NRD is included in+nd°f��r�ceax x b 6.AHF�Oa NY DN us a in.read rdis Mttscif esxry. EW f —1.1 SHLOR 5.If!W PM Ore uxd h w+o r Y lILf I.WILES;n.,MMgea as beMwriare. E..Hb d Irw el[ S,i SLIP f 1000 f+.Ewn PM Y, rbdMaxs, I.AT,BEFOREand PAS in a wngw as neeaeah Finer end MEN Sli 9.Oisrawea v AHEAD Dee'- hon the mesxge if a Finer a FMER VEx SwrnwMd ei 5 6.ii I°c_Max is u:2. Et"Once En+erl ENT °uIf ND ce replaced r E r x I.I. EXP LN St tt STD r wIyl more fMn me xek yiv fD fM.ark d+ypiwSey berfoy F mresaw, EXPWY X -T '-' Mgg noyLN XXX X Feet emwne PHONE SHEET 6 OF 1$ F. head FmyAND OY r IDs eNOMar TXID PCMS SIGNS WITHIN THE R.O.W. SHALL BE BEHIND GUARDRAIL OR 1f sarey .o BI«had WveLXbrew r°m.,ta.n TO DnTN CONCRETE BARRIER OR SHALL HAVE A MINIMUM OF FOUR (4) �r,raa ppParrMenr pr rranaPo.rnrmn °pn P'i Vi HIINDRIVING IF. PLASTIC DRUMS PLACED PERPENDICULAR TO TRAFFIC ON THE standard O_M0f tufa UPSTREAM SIDE OF THE PCMS, WHEN EXPOSED TO ONE DIRECTION N UPR LEVEL OF TRAFFIC. WHEN EXPOSED TO TWO WAY TRAFFIC, THE FOUR DRUMS BARRICADE AND CONSTRUCTION HRY xfls VEx VERS SHOULD BE PLACED WITH ONE DRUM AT EACH OF THE FOUR CORNERS OF THE UNIT. PORTABLE CHANGEABLE InfMmal+iM INFO WAON It A ITS WEDLIMIT FULL MATRIX PENS SIGNS MESSAGE SIGN (PCMS) ICT 'x POJ'signs Me Usea,+ne MM wigs+and,egibi,i+y/vie ibi,i y eW ireNMre¢w,I be moinrg;ndO a¢liefea in No+e 15 under'PORTABLE iM �T i WANLEAREE AESSALE SIGNS'°bo �e+Cloud LIFT(LOSEO WfaPW 2.WMn syNW,siM euM ae He,'F,MMr Synb°I"1CW20-Ti a rod graMiw Y M the Fu„AHr PM sign and,a;Ih rM approval of rM fPoinev, BC t6> 21 Lftel LIN LEVEL NENT moinr Iegibil i+y/visibi,i+y re«irerenr 1u„Ndrr eaM ndY end„o y euw,enen++w use of+ne s+a+ic a end„nor wbati ru+e ).fAt'ayebo,aL are rwrxen+w graMiw,"M the i.—,+ siM rxreeen+ed,M T 1.12 ign. Roadwmwc 1.A full x PM Aey W uxd ro a;nN,are a f,aeni,p arrow wva Moviced it meere+M Xi AibiY, Iden rare Ma aimmirp rwuiraren+s M BC iii,frc me 9-01 BF,A 11=ti s Ix- US-nurDe,SH- n 2, DOCUSig,Envelope ID'.68134]C5-CACB4E21-9388-9CDD54AOB111 1.Bvr iv fl.'Iwrar.m e lir w a of ous-a6m. .a Berrip"d LOW PROFILE CONCRETE .Blards mar iceq a a a rano O++M wrpial Pr.W1 Lill wO ado-<sa Barrier Rerlwrar m BARRIER (LPCB) USED mergi n9* r idlncmm�<1�zinq Rene a«HCl'oea smm s w 16-+all s+ic Or«A<r� IN WORX ZONES I-1...Clced perpe.di-1a.r.s.ra.m the„la ream aide or t-M.. y }.Co1v ar Bvrip RerlMva ma11 O w ,MITCO.T 1a� LPCB ie 1 Efr - It of IN refs«+ora mo11 ce cmli&ld IWsitl o Y o Iter 511."e zme a+ian¢,,`,urea pop i as rar�wr sm«1d ce uxd fa 1me rw v ala. r� lea r$ oa0 SlIN"m'a SNet LPCB. }. s1'.N� Bavaa snwla wr pe used NI.ians M-CAT ION'a _Zl $uy 3. The ENireeriln "I,= mess�Od rafnC Rei lett in9 of f ,n.F1oa rg Wr r ahwld ce asw�n1 ur ion tit 11a mingaAll. Bwrd.r ps t. 5 10 f a�ewrd m«ldube 111 1. +M"fO ring symola: A'—tater a rle I......I.... 11 LOW PROFILE CONCRETE BARRIER (LPCB) «g $ � \ CONCRETE TRAFFIC BARRIER (CTB) here fr tri ism IN o CTB,'fw it-Ile,.01-1- 0. See D 0 a Ivl Ai oq If A.1 aIT y5 n+,g lot +� Cm avi Hvo11 w m"AN't afaa cerrnr 9raewle Ili—w $ mmpinq tMlrel leap.,M'Barriv Rel1«tp�lmWtm an tM1. r m8°n Omerm re 1.c+v mwnr.d m rw of ]"Oprier flefl ecto�s -`CTB M1ere` mo r a d COINER CAUTION ALTERNATING DIAMOND CW3TION 11 C,ea`,ne reflecfv me m f«'ma1�M1rece rewmMnaq}iw,. < ar sM11 M ei.oirwrimanNi I.IN tt,as man.n 0 IN rel rot ren«ntt rc 'T.L�- s.1'nenacrempore.rttf ttm' d�r«f borr�er DELINEATION OF END TREATMENTS f ren.e,NH rpalne..w ao,le c�0,a.n w1p ro motto 6.eerier fled«roretit,�erlmlf"x ye11o.p END TREATMENTS FOR apocin9'of BdOrrix Aenwrva is f if01 f INTWORKUZONE$SED DOUBLE AggOY RIGHTVLEFi Agg011 "GxTYLEFT u�.� B.P 1 NO,be1 A as'C,0 Del ynw+imle a 1m+.tt rwdwY marker roan EM+r an C,B'.in left i3 A.B1 "� (r phSEOUEI oev IRON aN , �$ 9.A4a IfM11ip Ren«far.fo CTB rM.11 be« mvuf«fury s I¢fr ib Simi larl h° eon 10.N¢s�rg a'domge0 Barri,Nenwrms ma 11 W r<01«ed as d;rtt+w es ig'aBSa aBy aYwr aiN�axl�N S. ,M CAUTION'd sola wMls+ fav tune Totes nam q s nul+mewa Y.v+M Al rerMritt It.Engineer. ne Witco L isr fa Oiomnd CaW im mOdeym maws O in mSa 11.Syngle c1a«bvri.re ma11 ce del.Mated ac maw m+M move de+ai1, rea+men+s aM nqufacrvere. ern 1. MIT lot 1 au+ia dIm s HIT ALLOW O. snit,WrorcBw,d"IM111ce num 10«rant di-Iii rr wl+age. c' ' sni,g r.te of+M laps mal +ece`I..rnm 15 rpt ror< dOoflaIN cer mi e. BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND ATTENUATORS e. i'i imp M1 ttaw,a Ill 50 ttfttn+ the lamingmrmaM 0W1""' W €m i�lloAl 0 15 percm�afo s<Ouen+i01 pMtt of iM flasni,g`cMpm. S • 90., en rg mruradi506ay0yIIMMTx TOEaMp Neela xauen+ial cMvm WARNING LIGHTS 1 msy . ar�"INII oe"mane w�+m1e smpo-r. i1.P 5n fppr W�-1I SHALL NOT BE USEoaeo 1f i s y t utt corner mtt+s s a o ro ninq 1i9n+s sw11 meet+M remirenen+s o +n TW3TC0. I. A PONS may be used ro s mm a t!Il Wror Bmrd Oroviaea i+ ii y, 1.Wpnin9 1i9n+s te sM111M,ce ins+a11e0 m Oar icaces. My0lans OymM +o wrn of w dei Y Miarams i +Nini-o cella of p d mmirg rwuiremmrs mn+nis meet f resale be feet frmm rmtlraY / 1.Type A-a In+mslri Plasni,g Wpni d Lim+sr"coe:mly uttd ri+n pars.T ;°n Mimr o rra�ler mm tea Wror-A 'd cex 111,T�ld des�wa+ian ?ill Li9n+a INI I sa9ns mmuroc+,.eee.ith T2.6,n ar'Qaveefi,gr,re+nq 1.re9uirwiwra'or Bel ften+o1 x o s0«irwrim U 4. roe C a T.Memo 11 degree Slwdr Bpn Limr. rarer rrafnC Cmrr01 RE OUI REIEITS 5.Mv�ErgiMmrin,Mt,plm�ne5 wWg11 epttif'e" eo wrnin901 a9n+n.srro ce ran aflea m1�ne'rroaffic cm+rol cevic s. u1NI9W u1XIWH NUBM xINIWer ATIENI ION 6.Wen remirea by fM Erginttr,pMestmfr«ford InheMll"Ipaie�o"cop olepfM`wrnirg liplfe<pfiri<gfim.The wrni:g liplf mm.111tirereri 11 Tref SIZE OF PAXEL LAMPS VDIST IANCEy TMEN NOT IN USE,REMOVE i M lowrim Iftif,the 1 9ma ne<rTYM rwuirI,.G of+M"lures+nE Pure 4 my',101-Ie Iltilne r IN I;.If Hie 1 tie LiiM. mwr9c mmiWrIe ea as TRAFFIC THEARROM BOARD LRW TIE ce-C and Tyce 0 B+mtlI Burn Limr.m rM<vtt N1 the ns�ce 0 ]0 x 60 11 Til mile im RIGG.T-OF-WAv OF P ACE THE A.WT. aIimta and wrniw r.f1«rara m drum ma11 0 [ -4.,60 15 M cevices. W BOARD BEHIND CONCRETE FIC BARRIER 0 P DRAIL. rce C-Mil Limp WARNING LIGHTS MOUNTED ON PLASTIC DRUMS ,roe A flaming wrnirg 1 igen are intmcea+o wrn drill twt rner are approanirgce are in a w+n+i 11y nazvmus am. bw�miaca t"I.the frattl wy. z:,roe A rmadn mire Mm i:g imn are M+in+ma, rp«liremim pp aM11 <a in a«r ea. FLASHING ARROW BOARDS ].A ming wrnirg 1 im+s plmedtlm cNme1 i,IN ttvitts+o fo mr0in9+mer i. ce used fp W. If uses, tftsni,g of+M rni,g I;lh11 an0uld o«v fr M bwimirg Of rM n.r9i,gataper in °"limn sh ce 65 f s 10 f yce['aM Ona ninghl"gntaav a.n a seri.a ra del.rear.+M edge of+he+ravel 1me m der , 1- SHEET T OF 12 d mopes,m dr a se *.' afery 5.Tyle , ce1C d1 «e0 corning ofi m 6�lar m olMr aMefa in the 0 a s. 11 ;.Wrg 1m mal 1 Arun dag1'm pa1e1. Texas Department Of Transportation .,M mi:glrotor wrninq9n+a m o-vderovm ce cal+O+M<w1M1�zm9 cerise spacing. TRU[K-MOUNTED AI TENUATIMS WARNING REFLECTORS MOUNTED ON PLASTIC DRUMS AS A SUBSTITUTE FOR TYPE C (STEADY BURN) WARNING LIGHTS mom+ea a+ a we T.Dor r drum as a wall,+u+.far a ro.C,a e.,burn wr g 9 m+M A",ie<.t, aSAN d.n rM Mm a1 rar BARRICADE AND CONSTRUCTION 1, r e canes«d°tt,,,le�ap.se 1.Here:�urn COTco iv IM .« e:en+.IT Le,<1 1« ARROW PANEL, REFLECTORS, 1 d :ninIf reil.cfv ma11 M Ili 1.in co lv and 0a11 be mmufml.r.d uai,g a sign mb.1-1.«voced fv use u p--m drum 1 i.fed Lere1 an fM'CWITCD. 1.Refer+a n.COTC. WARNING LIGHTS & ATTENUATOR ninq r.ri<c+p m of Se 1 MMa. rreewYA II AA I_ Al ar.d ENUA OR <.RmM r<r1e<rors 0111 O W1Mr1M in 01 r.nen IW; e`i�a�o wyace<i o.�f s.sap<sms+rmea Xps+ner<a mIn�a.m or`io ea�e1 iM s or r<nwror�)ea°`M<�em.'irer He Mt Watt td be ren.C1 �.d wer<it s.�rui°a�m� ir re BC(i)-21 ]O aurae,inures 1e I. ,M Bide of rM re tar_N amrmm in9 trot ma11 Mve mtt g meeri,g+he w1v oW re+raref lec+iv Y requiremmra fv 6.T WS 8100,yrew By «C.f1 d+M rvk cr.r.am ninq re a aced d�armce frau rhe III. Ot,n T. ung re nrgrfr • 9.,M wximm AF=i gmrninq rellecrp.fmmla 0,III—...ro IN mmM1 itnq cevic,m«irg rMirAem 9 01 BFi�:.o 13 5-11 DocuSign Envelope ID'.682A47C5-CACB4E21-9388-9CDD54A6B111 GENERAL NOTES I, m rrx r, ung sal x Isw as xIMI< 1, a.roto I �Will;Mya,e ' I 2.F im Y rink zona dna re rots,b,ms MWId r/r6'da I+v 1 dmMuzv9 device Wr moYrce replaces in rapen+alin da aoun+ind d m ar r a.m+roam sec r a1. °f s�ma Iw M fpiMer 0u M niM Ii9n+s hill fiP a 1iiM cev ice au"mayy pex aacea in +mcenr II bw anal I n acerg, i P° CHIN +rane'r ms m0 x ove xc+'ma ay vnr'ca pore;rM piece caned o oM p'ae cores as I+YpI a m n'mm of 2 bora z apbsves 0y+M Erp'Mer, IN 2 M're stripes 1.Orun and a re Iretl tens IM corp Y lith+M rew'reren+s or me ue'M 11.6 m Type 0 18'z 21 s'm 2'z 21' .:L Corr Mr vera'm of+M Texae,Ymw m Ui form Traffic Cmrro 0ev'cea' IN11 mm sign O'mera ffi PaMI rrwrcm oa rM•(Ilb bit w zma rerrlrer ecr,n varric aM ven'co ,ruff is Cmrrol Devices Lilt" 2'moz CMvrm CSI-0,0ppoain9 aonr vi+n diaapls .ag Ia2Tcm, s"ee'i" `"e seep Ri +owns 9ce'na giriam,grire.Ir sign d2ao, Mr Slwind aM 'r Sow wvmanMip IN <Yp• a��ari inq Be germ —E giros as aabovea +ravel MY y " nd+n.�eaatiah iy «n rnm rWla wreru r E g er Engineer If. ppamape ar xrv'ces'' TM Can+rarar ap nave a mox'mm of N oars ro rep ace my p as+'c Z. YP6 aruro'aam'r'aa fm rw aame„r by me Eng'nxr1INMim.,M rw aW _ Plywood, Al min LFR or Me101 sign a mem device m,I,IN m approves cev'ce. GENERAL DESIGN REQUIREMENTS SuDeiroie8 SDDII NOT De uSetl on DID6i IC tlr{/RB TIW il 11 11. c8+ 2reM r pdaoae MfM eel' 'ne bw Ma din, °f�o J� hat. SIGNS, SIGNS. CHEVRONS, AND VERTICAL PANELS MOUNTED �Wae IN ball a ° ling at as J J l\ oN PLAST 1C DRUMS Fof 2t_m ar_bu w Mrmol A pw ip malar I dr'mse p'de' Al2 3.P wl;9n+reidnr f Idyl bun mall ce he Cltrr¢ r'sMII NpT aye 1 ,and Lf s�ngle alft 0 hdhus+i<an as<n-i ah cevices l i;,n wmar+s. ,sio gruxa mgplasric'anms mal morpfwr.Ma arbor L <,n,np sal m r I r 16 ins in is 1 war ares I +ea m M n TC0.I nit M 36 ip M ala Mmm wxl sMI x a minimm o n Ms ab n a eialt If Tf 11 2.Cnevrma ma It—w na ma a I aroma •�� M2 inh ati11 in mss Il xmopfwry cedei m spa Cria'rd%remMrS S.T nmtl nd'Ice'pred} eerie aee+ip+ I IN ba Msimw ro wlle< nnco'i >ws-aaoo^'sei o'ioce +era, anlesg orMrr;x °..°P f a f M Iymds ced 1116'adnmdi i+a mbovea 05recrdr-ide- f aes+r mm e a s. 'r I,Igor,wni 9 refla+b m Bbriwceg 3.x maps ms M itti °SI 1. mtip kyle nee+ipatM IfdpNs�8l00 TY Ty.Ii. ;_. a�e raa�m or me pod M m Ire C ifaaap' Ill o�aq?nolMs riper m veerrp''u Pia oI'eIs MIII aloin III roma a�O a inmea tar aw+bp+M11 n«B�M 1.Ilia- me }fi' �Iin9 cea traveled Ime. WA86II .dee cerxm w1 mr s+r�xs vale Mr eseeaf2airc b in ext b x p 2.BIxS Mal n or 36rin Night of 1.atOM si ormafsnsoI <+It. �2MdmenigialermaI I1.p.11 rM R9 oo MI a of au i Ior wx say as s q s a acl,ar 24 M' II ee Y' eiiaeu.II cexwdn Ill 11 awr�i. Ms^ n.. I. sign-amsi+Y alyernYleM(xOPF1 m pprava -NIT mope, S.Sims MaII M ging a 112 iMn 0o r(rcmi Mll kind ramerlfm 9.0run Wit, MI I My reignttlom Mgrs,ma brt Ia can O.O IN asset MOI I<ae morxea ri+n mororarure noro Intl morel mpEer, cmnectim. RETROREFLECTIVE SHEETING ce Wt,dila Eaa 6'I 'ire ydrerexa.deoi+s dvmllda.1-Mil amore0rlm IIx +inq meet inq me i—ceYma nuts. fnevrma aaY IN I.W an mergming r unangml .dein q&nI I ce supplied unless Irnerriae a ifiw alxacea r .n me x' 31 nd in DETECTABLE PEDESTRIAN BARRICADES aR9e11XR9-I I�R9-aII 5iceroeik t asw yM elms. r:v r Irrnr sin roar Ixs an ro apros:m or me axe p e dpi x ropy be +w m plaa+�c I, ern surface. spm I of+M EpiMer. BALLAST «mix m II pent I sq 1p. SHEET 8 OF 12 x9I. x�9n ce aiery 15 I the ai0 Ifma SOrlas Imoxomun.',M'w did Woe sora inion am It me eI«ea a seMlx nareas onlaagag x + rrpn+M awe,gm i wp-filler plcetic rngex M Epi Mer.S+Iceinq ee ,Texas Department of Transportation roman r' Nddq vM r NIT,IfdxNW,i drove p.—, 12 2.WW r 1h Will inaWllda+III reign ae+rean e0 p 50 la Ieoeealydddcm gar:of«ry r del:neare a«aaatr:an It-in wI t am ama+ra+w If m in+rordl I m nam alae Ir BARRICADE AND CONSTRUCTION 3.1e"a1ea'drr°elaka°°;e•a II Ioar In bMn I,pr d CHANNEL I Z I NG DEVICES a I ,god° ,dna na.«u a as a°mrr°,far m=1!r:an aWdWl,ima;o wxeri,MM haleral +ne 'mrd Idol I Mr.orraaea 10 w..I.IaI<pewarr,m 5. Wa.IWIeg�g ing,a made a BC(8)-21 6. ure Bl1w 1 "p+col Ieor ma rreeie ascan q apt:ore s,pb s,Ir enorp esgea. °r Mne rra:I p.rn n° DI,n lox. 2.-i I,MI 0a a+o Ware Mx of stand+o cavemen+. 1 03 0 NI4� 9-01 5-21 DocuSign Envelope ID'.682A47C5-CACB4E21-9388-9CDD54AOB111 B"+°12ro 0' . . Q. 1 TM cMvrm « retrial recta,ple rim a " 8' 12' 2g22� '' f'12 OY 18 iris 2.6M.rms¢m.�,nm«d+.give 1,+i«of a mpp GENERAL NOTES .1;. 1 n r1,di«rim.f+r 1 Twrx zme.a me.y.o arras.11Msrr «ins+ �fi m - .i'mmh«T.rmd y i«,me fd in<1px a iT a1,are b,dm e`ya «en'n gh p 1x11 o b b 18" venicle ace s ri reMru roih. wuwges gDreu roaawYg• M Enp°iMeri.aixnem'l IMI ce.n'rMwrezac°xoual on u'irorm see zd' 3.Cnelbre,MmZ I irarrmcr'cmrro Dev'i«a'1TWTCDI. r M M 61, 45� note) Q 45• ate E of K¢ the 2.CCh slpeI i,ing«vi«¢eMrn m r i MCMr Y NW a o-i«mle,ri=ea m tl t D�a' .rn'« Da'mfle haat'r M`GeNr . ofr i9n+i,p cnameliil,p cev1 MIt IN �x zme fi. Ie= 1 # p ?N e ou' mo+ °Ys 3.OmMliiin9«vices M¢elf riynin9¢uppor+e¢M VP-IL VP-Ifl e - meI= iiire it. r nee 'I rhe—Ne°r,al tgmen+ zi,q«v ice.ve f,meh. If the m+ We nd mst¢m eih9 a1 i riirp devi«s° dif- 111 el �~F x1,5 wrrace 0aaoY _ gtgtd - l6' r e+'sW f«+, vrm snwld De v�s�ble lege umthtWrkm'ZmeT"e °c"CaW iftlevCOr-.1 We ttd ITI'MiCrZTCDICO`am°the $ u s Box surae sump+ S.iIh �1 Ma 11 be m'a1,e rim a b Wk fth- The CWt Mter s1, be - re IN— sne.ting p Mevr«51,11 b oraged,mmeflec��v'em, eE,ar"'O oke" II«rgghreU+o moinra�n pope «Bh m ly«4r<mfpmi,pe+o M Engi,ell lns 1.The—Mil s1, self-r ighrirq dial s« aria pacing m°a1 r.pr rttycled r,m«r.T g}Qp8 10' support 12'm t _ arise.TMriegmd 51,11 nee++M s.P virgin dmxor ne &]i urbedvm /Par irarcn+g fhWS-0300. p Dp+m1e xio a o30"I.t F I XED «� .ed tax 6.E LIN rermas+a+iom'r we m ra 6.v9re.mr w br" mi E'mri ie 0.�,a e ims m r.ee.av IN di—di gnwy tfli9id .7— ighri + be uxdl -toting mevra«s,mr be'ul"+o pemrm a1,IeWlie0 a diN tl+M them-11-1 °S^ DRIVEABLE D1astic m,me wr her+a rW1dM b-iic mua. Th iinq«vice¢Yq Fc +Yn'.1 dre --W k. CHEVRONS p0nearity.Viihidoll oeau I IN'I t M xd to e Ere�r%iga«<,p M :§( 0. 2" 3.Yr apmsi axhidt-h e's�+m+ims. all amlimrim a1,ram«1 poceWree of . gf �� noh`�°:am°r.'1m ee'meedx or mml�ae �i IN niMr+ine delis to the �8x Edin«rxlnsac+p1,1 reduirarenrs m thaw.Denim ° t«u¢e VP's mn ].Y bmk ra ax if Use a+the m« Ninim�n hi3 °te) 36" - s.Srri«s 0<(iLcb 1< ° _ a"0,s,gee T s e8o '•"sated°."ded,Rd of m"0iio Wd a ihrlcne's e Q s.r ::e. se+ oe`e `din -. mrrg`mar 30 150'0165'°I80' T30' Ta 60 r 5.Self-r i9nr�ng wmp+s°ve awi 1m1e.i+n por+mle bone. RS2 S� S«'(Ib im+WK Zme Traffic111«vices Lis+' 35 L 205' 225' 245' 35' 70' —TC01. 40 60 265' 295' 320' 40' 80' W 9 r _ 51,e+�ng rp+M MP's nm11«.e t ire Type A ar 45 45W d95' 540' 45' 90' Ty. 0 mnfm W It., DemrrmMral`w Mia`Scecifim+ian 0450300,m es¢1,ed o+nenlse. a 50 500' 550' 600' S0' 100' (Rigid m xlr-riMri,p1 ov,e 6 iM+or`reflttri«morerial am par ;cal 55 L_WS 550' 605' 660' 55' 110' �ae36 inmea ar greater,a ` z 6 i1,Ma Mo 11 be Med. °� LONGITUDINAL CHANNELIZING DEVICES (LCD) 60 600' 660' 720 60' 120' PORTABLE 65 650' 715' 780' 65' 130' LC01 Ve paY'.wr+nY,Ii9h+w l9nr(« high i Zvi ve 90�r«r value 9m r n r r r 1, 1 + 70 700' 770' 840' 70' 140' VERTICAL PANELS (VPS) z'LCOa"'°r Oe oted se°�Po gar 9n ma nvmaar m tea•emM+a apex r<ro me«r 75 750' 825' 900' 75' 150' ].LCDs ma11 a 80 800' 880' 960' 80' 160' ° °YRTt01° 4.LCOs°Mm1 no^r 1pee,pede¢+rims p WWI. '1EjE r°x''e^d I.LCDs ma11 W xmnred r t°h'rer°r°ars s resulted f —1y butlers r•r�.m ar orrx.1rr.1 W 8(171 M r hly mra11e1 r s ga..ed weed 1rgx, 1.Om«1,q Tr me Di-le vides<OTL01 v 6.LCDs used as'bpr!ca«s DIWW Derarv3i CMlar ra a It 1e « re.`<.ce.i9rlgdro<mrerr eevtihNeaeetifwrML�oair"mnt.r�1 rim« «v.«. "9 01-c1a«renectire-1;.g SUGGESTED MAXIMW SPACING OF rap d he a,a+M °aerprh or°M aIn.nOTLOrgOOureruWdd1.°Memel.y°y CHANNELIZING DEVICES AND 2- C.4 M.. he Maar°and«wrpd pr.w MINIMW DESIRABLE TAPER LENGTHS �� si9n'¢Trme irmica+e 11,uirec+im or WATER BALLASTED SYSTEMS USED AS BARRIERS pdN orris area+oc+M m the Ymxn.'r n RhThe x « beck ee�e a x.m r .—him'iaie+v umd.pe w6sx1'<raMrpm�neca rea�•pmmc ac m sirs or Mbmr oats¢.."m1N° �Y00pce°Dr, 1 no M SHEET 9 OF T2 18' 2.The TLOrmoY Mi ulsediin mWineli«rite 42 3. ce M*-M.1. �li V+;impe III i r°111. a,wn°M ws+alldri de reW�r r,Ne. .• Jbizfery t ¢ paIWI me p v r°n.C.ITCD I; °�Y oDP.rrmenr Dr r..naPD.rnrmh ted M' 3.Spacing«rwm+«OTLD m «d 500 «rgi,m+me —r5 Wx1 Oriveaba Bax 41"m p VPs D ar length +«`OTLO's shW1 m+ex«ed 100'foo+spmirq, ttimm+o «rlrphrn a«m+r�<cmdi m¢°` M ITL 11,:;: thee rich a black hen 5 a W mrurac+per recameMa+ma p rlve°1.M a Witt ars«+M clew Ifni MY shall be 9rrem9+tt mim.m. wtire .°9 ting M gTLD.1,11 ..,M, ; . .r°e;°1.1 itt but— I. o'°eff'<,r BARRICADE AND CONSTRUCTION «-hVTI.CIL—in9 _ CHANNELIZING DEVICES 1.De'pp rmm a1'w Ws-8300, If uxd to enmmeliie bedesrrims,1mgi+mina devices or w M 1IWW' 11 meet of 1pp cores and I. IM ep, �menla of'Ws-8]00, i en 32°b1, i Miot. BC(9)-21 HOLLOW OR TATER BALLASTED SYSTEMS USED AS OPPOSING TRAFFIC LANE DIVIDERS 407LBI LONGITUDINAL CHANNELIZING DEVICES OR BARRIERS o„T .T o"rxroe°y.... D—Sign Envelope ID'.682A47C5-CACB4E21-9388-9CDD54AOB111 TYPE S BARRICADES CIM rwawr I,I �— I.Neter to me Cam Iiant——T affic Cmrral oevlce¢List IC-001 Oafricoara in�hil mmner. BI ROAD ��yx I, rtt+aqI fr Ytt in 11 cmatrucri-If T-Ie¢aw a is cros+ruc�anr ial¢ 1-2 CLOSED L20 fiT 1� _ aviceq'o- uvea i e 'eM air W-1a z.PM M na icaara anal Irbef o Ea 1.Barriwceslex+mtl�wlmrossfaartlwwrmsnwltl nave s+r ipe¢+ro M \ I. as nOwirm in thl fia Ohlavin9. �� — \ Ia¢ppar nsoar+ r d inWin di—On,� `a n inheau iPnaa<�r mss- Gam'' G1 d_ ,.i mi lail '"'°,eee"r ` aarearaminrb0+b ai Or iiald at IIra land rraM,st If r0 aN mly. Id slope _ .r 4�_ Pla i pun M,fnou„ rid `mn isnarnili,ne 4.Sir iping of tai lae f ri yn+si Iox _s -�.. / PERSPECTIVE VIEW , +mn 1z ix+, aarwfn I�ytls "€ mnwr ro+M I f+aF.e+M er+III If thea.aa ora ripsw mor M ani+xa¢ir stuns a<uses. • 5.lam+af O'Ocem maxi0 ri9n+. / 30 feet 3,of M asi e M Iengrn .1 g fpe II. Iron f m+M bwn or rM y _J � � �� tt rK�.�mnify. bariaaar a�Ia. Mi9nr P Ier+era malar oma v awa me nr.onarar 6.e;Wf`aesa¢arlaii'no� Imeapaallel+9+ruff;,unl<s¢m asnii— PERSPECTIVE VIEW Detour LEGEND ` 'a WT arht, flaadlraY O f samlwgsa�irn o-y,awM re Ig.. ecalmtu n IN over, _b ® asric un t..rIII e — o ke Ps1nme oma ani ri�gra,W DoT M+nree r iIs m Ype]wrr icacea 5 c � Plastic o-un tiro s+wtlY W Iign+ yyi motor mr night.B�aeO�s srwl nor a no n e refltt+mizea mm aM a Ig y ® \ ® p y<Ifor rvnlrp reflector n -m e+iw,m 1—N.-te stripes D, iar 1I 5 /� ° Nac14 canaet�rogm, eetll�rgnrno- wl30eb I T M_ wi;9bmeYnYa+ra+l icTma corn sices 1 °P (]pl Steaay Ovn a8^ 50 mp¢1e5m�ar 0MII M r al ++sat a yel lOr raniw�enttrgr 'u 1n� Of fmBo--ne Ii1IDin9 mauls aimLU + � age. a maces m �a¢m Dan --1. aan ma.n,M a,rttr,m of ar,a r. \ ce I o ® aria M F ar nn9.�+n�pe+1. r.irema, rce«:eacemer 9�a�e ._E Yrte+in9 0 <aces¢ro roreflttrive Tpe A a TYOe 0 1. i�'Irounled�'mm m iwwmamrTM rims anaula M o 8'max.Im9+0 I J Barriwars 8 E tax runt ofgP mo" Ma tO Oepo-+menral Wna,al sonifiwrial M 0300,mesainimis f IO f w Trce I Bo-ricwes. _ 0 max�mm of a armisl lminimr If-?- 0. Fh a+Mnnx nP+ . M 2.sd a 0ianiw<senall M DO nnifile,Dain r<in in,Dime. vLAN VIEW His Barricades shall NOT PLAN VIEW A� be used as o sign subbart. TYPE 3 BARRICADE MOST AND SKID) TYPICAL APPLICATION CULVERT WIDENING OR OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS °` am" I INth If eF n L' ;�`z�e° 3.._,. CONES .80 TYPICAL STRIPING DETAIL FOR BARRICADE RAIL `I_z.m1�.orange Afi Ifs: I:m e ].4.. r 2 ma aP"-- z in. 'P T4" in. 0. 42' 2'ton0" o y Sr!fen �^ n 20 3"m. �a 20" 28" Siff F r tar roan -------1 � 7 z a.!TYPICAL PANEL DETAIL r agar Trp-Piece comes One-Piece cones Tubu1Q Yorker FOR SKID OR POST TYPE BARRICADES Al erro�ra +i ma ® 28"Cones ece 30 shall nave a minimi mEs.. in tiding base. might of 9 1/2 IDs. o- xr a 4z amts ® 42"2-0icof r 50'r. a+50'cma pcein9 .IPw x. T SHEET 10 OF 12 Alin.2 o-um n.9 bora ¢ ar Y Drips,a arery T-l Oo-I T ce3 met++M Mign+anaaxi gn+"'�eaurreren+a anon grove.n+ wr\ ® 0T0[xPILF E°rr'c° 1.a il.itte-pi nave+M base of+M me I sna in me<m ,Texas Deparlmenl of Transportation Sa ems/ me .at bWYcma a,.I in r,—al ® in IlIft. ]. dirq'u� B rEove+M minimi Standard a am w aw ,,pmtt ea BARRICADE AND CONSTRUCTION .;I in nae s ,il na,an � \ Is. art °a'I— ,eCHANNELIZING DEVICES V rna.,elieince a e a e"°w n 30' m10f 141.ra a mrign,Da e,a xrmm .a m site BC(1 O)-21 0.4)'"p c , tical Diels m bora are-+oble fa aI I rak zone b 1.Carts o-s;W Ir M,Mrs u¢etl an earn o-olec -14 M of the¢ane sim 01 a xi dna TRAFFIC CONTROL FOR MATERIAL STOCKPILES 'nape' a-m ¢Fig On 3 21 D,,,Sig,Envelope ID'.68134]C5-CACB4E21-9388-9CDD54AOB111 SCIRK ZONE PAVEMENT MARKINGS TaO10 Road y Mor er Refs ivQ DEPARTMENTAL MATERIAL SPECIFICATIONS ROOOWOy Morker TODa PAVEMENT NARNERS<REFLECiORIZE01 - �fr GENERAL REMOVAL OF PAVEMENT MARKINGS TRAFFIC BUITONS DNS-uoo 1e CAnrr«Tar 11111 M res far II n+A- rork zA oq emenr."IN,+Ir A- nA Im9e m 1 i"01,mu'I cr ate"-I EPO%v,IMO AOxE51 VES WS-6100 TOP VIEV FROM YIEV SIDE YIEV ° sfil pavaren+mmkinga,1 occormml ri+1 fM ,,M AN 1 ' mvdir«+O IilAr or in Or+M clgs"epmfion AMNO .OMMfm BITUMINOUS AOxE51 VE FOR PAVEMENT MARKERS qJs-6110 6fr. 1 rotnin+MCSJ mmi+a m1e,s o+ rvitt ardr in rM IOI. rrdfric 111"remov"orfmli+ermetl"ore me rot M s o"MU+o rrdf.c. PERMANENT PREFABRICATED PAVEMENT N RHINOS CJS-8310 = 3. 1 m+mdly rO ce+w,in p 1 as rnm rnrtt Q },Co1ar'p I�I" nomnfa mpn mfibggera md/Ar dufic"r..--g :vice,mt used 1 TEMPP"CORARI RENOVABLE,PREFABRICATED qJ5-B31I <Cmrrm DeVice IRATCDI.+ in liw of morhi M,1,wrl icef+M ce r JJJJI z_ 1 POO m1 m .f"m IrO +mOxilg cerci is IY be fwM in+M 1.P1 rills sI M w+e. TEMPIXipflvNFLE%I BLE.flEFLECi1VE pNS-8313 O«Q p irimOl pw mismen mVOVeOr byAR 1 11«re 1 dI ampl pro+ esMei l+"rOmmYbmet 1.��. A"es�ve Add ROAOVAv RICER BS 1.PI—I NOrl;n mmi na+O11tt in accA—r;+n rM TIATC0 T=T SM11fimrime l tem 6})for�SEliminarilVExi,ri,,d xeigm of Meri3O $oma AM as sIM m fne olmbse Pormisnr Nlrkims and Mgkera'. 1 u"V,Qlc burr [y kings my r ire resmf«iI dr seal 1/ mtl Zeas rnm 1 iingaoc dui s.Fen'^95rr kin9e ve rewlre�onrrn 1 a antl tlera�Is as cea+rnq ovrimsoav(rtM r...,as acrid In 11-611, IEtress anon mnBC Ii+Wntl ar me Mater i0l ProGucer Lia TWT gQ aMM m+MIS+mOmOmPImlSnttr RtSIPNIne wccessfm m 1 mrriwll M Ergi"n'IY u Or1rea w« armmrd pA.e�mm m-kinu.se mr In 11.AM+ne r-d., 6 nnle A M App ti Ar ry«M,dmI y"-1 IM' STAPLES OR NAILS SHALL NOT BE USED TO SECURE il dM 'c,M NOT PASS sign"m I M 11m 6.IN AI mlM my"uttd WI N;11 I+M r«uired III— If�cdy TEMPORARY FLEXIBLE-REFLECTIVE ROADWAY MARKER -", "gi-iN If I.a« —,A"acing I. "mm merle mA a. TABS TO THE PAVEMENT SURFACE ° PASS WIN CARE sign,Or rfn bdN; it of sections Mere mse I nS=m s + }.Ov -Adil+9If me I1kin91 SxALL NOT BE"rmirred. kings"ATI" M.n o"vmme 8.RemvoI If 1.i Add mvemenr my 1"m 1 M as 111—by M n Item 663 pava"nZ"e PaVemen+N iips.+Al Ergines. F. •'+ 9.flerovll o311 meet me a ,rents omM my r+ms used M wimmmhs aril Ad—mrkings and Irhera Nivi 11 M IfrM 8)1} h RAISED PAVEMENT MARKERS _11 O KA11me Teal ren 6}}, ELIN]NAT TNG+EXISTING PAVEMENT } Tmc def wia Mef Ire 1A" nap«fed"d«"mad by I1 NIAN INS,ANO YARAERS�'m Engim v F� III .Rai'"mVeren+mb�kers ve+o"placed Mi-ding+o rM m+terns ,ornari atm n pima. T. I",IN�mo¢edAt Ih.Ade qpm thA Eno r ,-h m rM 8< 3 Al BCIIZI. rkiips 51111 mea 1,YkIIs fa"r."I Tess r1"rM reeks Men"pov"by—L Fli Mer. p"Ytt • Y Y fore p1m sed mvareIf mY kers,'RAISED f r Tari zm A.mE«rtfn re III d m� No+erAl Ad.III Rr im Sp«I I!d,imr0Ys�13m1rglsP1100.PAVEMENT YARCERs ma OepvtnenrAl ne Cau+r«+SmrOi vi mlrN1 Is oM Porarcnr h' xe+im+o Mr ift sett;r;car;m c imce. ooh B.Se1ttr f Ve Isl r mo11ov1rq test.A PREFABRICATED PAVEMENT MARKINGS Isl+msa+z+Ince Imawle m d aspndlrc pdwlemri^arYe m$o Remwble pr-Ibricmed mverent Ir1iN.-1 meet+M ew "m+a rlimt 1 Usip a matllM III pins""r V" icku If OYS 8N1, o n O N_, 3.% rim+etl W-my 9s fm 1 Mc INI1 meet urnlsv a<aam cseper nwr r islmrM avr«ea,1111 WS HE +M mw�reren+s orbous-Bz1a.a Balls+—d ler"mred bm•eennrmI.rlmr«rAre.d H 3. t. Sm111 1 aF"-."- MAINTAINING WORK ZONE PAVEMENT MARKINGS see,drd a SMC+7 lforSTPYI f e.see ��YA ne Gmnr«rm. fm mbinrdinil MTh zine mYellmr 1.s+mmrd veer In IT-11 for r1 1«erem An a«I mm w my-91 ll,wkIi.itl. am !N'la e relulrmlMrs oftervk mM trmfI,cmtrAI 1e— Al a Arm SM. _ RAISED PAVEMENT MARKERS USED AS GUIDEMARKS 1.I rkils mala FAA,—O v slble refer""rm a min ONMIf ew fill aril nor y dumilbb;11 -M1 my,IONt 5 are dM 160 fee Mm a 11" thA moored 1101,mlttl Iilft} t 1 s,d + r irenen+s of DNS-13w,h ,Ictmce I.rectrict .1 q«mer Y". 2.A,I mmIrdryt;=V=fM=t mrkv,moVImd on d 4. hinge fa Ing+O m,I In er 30 my,after o a dl bmend a Of me . tl It rhe a Ad If+M Cm+rac+m as per 8.Mme Or guidrka SW Iter 662, Will "r and fm all eUrf 1 +Mrmmlasric fv cAmrere Guidemrhe eM 11"cesign—Oar IIII +n II Ior VxllE-lme si r reflec+i ve amfine ritN Mi+e MOY'. 1 SHEET 11 OF 12 �/f afery ,Texas Oeparlment of Transportation BARRICADE AND CONSTRUCTION PAVEMENT MARKINGS BC(ll)-21 oT D,,,Sig,Envelope ID'.682A47C5-CACB4E21-3388-9CDD54A6B111 STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS PAVEMENT MARKING PATTERNS ce 11-A-A butt— afr DOUBLE -Loo o y �o o� of 10;ro 12" a 10 ro 12'�i e 11- a °wem d r°12"Fo o D 0 0 0 o O o ^a, NO-PASSING 6 ~Yellow I bw� Tll-AOR `lirce rout LINE v�a.,xss dro 12"F R[FLECTDRI IED PAVFAFNI WNK INGS-PATTERN♦ RAISED PAVEMENT MARKERS-PATTERN A ve ce l-C, 1-A oroII:-A o it' x or r urrona ••g SOLID EDGE LINE o II: 0 Eli a e 11" a LINES oR SINGLE °� � ` -1 °° ons° e al° o°° ceo 60.-3.. ° °O NO-PASSING LINE gfp Yellow Du�f 6 ro x' ince II-A-" °Pwixas ?.. ire Gr tell ort n u] REFLECTMIZED PAVEMENT MARKINGS-PATTERN R RAISED PAVEMENT MARKERS-PATTERN D 1-C v a s WIDE Loo 0 0 0� - 111 11 1,mrever ern B moot'oe�sea if by Ne Erpineer- 1-2" 0 0 Prermr,mrea markinae may ce mga+i+P+mP a ter ec r. mrPaem mornirpa.r L INE .wens -ro a a a ° a a a a 8$ eCENTER LINE 6 NO-PASSING ZONE BARRIER LINES FOR TWO-LANE, TWO-WAY HIGHWAYS �e .. 0 irce 1-C —a ° . 1� oQ'o aro°trona 0;%3� 00°00000 0 °° 00°° CENTER " 00I0o 0o ba. 1-c o [E-C-R a LINE 5, 10'rronT .. a TYne 1 A oomo Doom o� DR •bag 0�0 ongy LANE �ao' 1'� a �° rp °p�0000000 00 0 �sJp 000°000000000 LINE .w.�,aa FIa'��3D'��/ o al,i re or 1 OType or rr BROKEN Tyce 1-t or 1'-A-A .80 nnite�— -- w000 00000 o°wo e.nm r u�eat `F Tei Tyo�N outto -7 T a 1-C or 11-C-R L INES ` $ REFLECTDRIZED PAVEMENT MARNINDS °I°o°°°o o° W R .° o RAISED PAVEIENT MARKERS°° vce 1-C° I I Fo 0 0 af."-."- Preraor�carea xukr°Da marce meanrmee r°r renec+Rr�xx nmemm+markmxa. AU%IL IARY i3i- R�I tae l-corn-c-qt' OR EDGE & LANE LINES FOR DIVIDED HIGHWAY e' 0 LANEDROP LINE W�Wl•� W�Wl• WWl• WWl• vw„iws a t T'13 gt^ — — e 1 IX a ommbutt...', f�Trce 1-C a wn�re it a 0eeo000o000o000oa Ja°oy000o000000000„� RE o WVABLE MARKINGS 5' 6 _ 00 0 0r� WITH RAISED ow 0mmPAVEYE NTA RKERve ac �10' ~ 30'� _ 0o0oq If ra WM1i rel— o00 ong�� `iyce 1-C oho aum+RE.1-EmaIli Os+e° 7R,il- Tybi, Pavement Morkerg :111tI REFLECTDRIZED PAVEMENT MARKINGS RAISED PAVEKNT MARKERS �01nggmrm im Prefaaricarea mm 91 may M su0aritW for refi<o+o"d pavmim+markinxa. 0+20 101IN for 20' 1. LANE f CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS d+me. r°„`am.<m<n+markerg cmr<ri�rmx r no++oDeOaeem<meiinea SHEET 12 OF 12 T- \\ zfery www. /� Doom Tyn, burrons Typ 1-C boo 00000 ,Teras Department Pf Transportation —~MTite� V a _ ye„ _ m°° °°0 °m°o 0 0 0°° °°°°° T° I I-A-°°°°° BARRICADE AND CONSTRUCTION PAVEMENT MARKING PATTERNS ° oyom Pmm Pmm ;a amen° wen x�°b a a e �MM1iter - ce� �m ItempI.de6r2 IAA ISED P"VEMENieMAgkEgS�enta of BC(12) C(I2)-2I rme rc R[FLECTORIZED PAVEAFNT W HNIXIS RAISED PAWK411 MARKERS Prefmrimrea markin0a mot'ce wbllilu+e0 fm refiecr0riiea mVenwn+marhirgs. (]I,n x�r TWO-WAY LEFT TURN LANE jas_m- `s=ii DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 ( June 18, 2021 I � 1 �■•�"`. Mr. Valente Olivares Jr., P. E. /! Corpus Christi District Engineer Texas Department of Transportation 1701 South Padre Island Drive ENGINEERING Corpus Christi, Texas 78416 SERVICES Subject: Request for Approval to Abandon 16-inch CIP Waterline within PO Bos 9377 the SH 358 ROW Corpus Christi Texas 78469-9277 Mr. Olivares, 1201 Leopard Street 3=d Floor We are submitting this letter to request permission for abandonment of a Corpus Christi 16-inch waterline in Port Avenue, pursuant to Texas Administrative Code, Texas 78401 Tile 43, Part 1 Chapter 21, Subchapter C, Rule 21 .39. Phone 361-826-3500 Fax 361-826-3501 «nc1v.cctexas.con1 The City of Corpus Christi owns and operates a 16-inch cast iron water line, along the west side of Port Avenue, within the right-of-way of TxDOT's State 4917 Construction Inspection 5 Highway 286. The waterline is located along the west curb line 4917 Holly Rd.,Bldg. 5 Corpus Christi approximately in the pavement of the outer south bound lane. The waterline Texas 78411 is aging, in poor condition and subject to frequent breaks. The City Phone 361-326-3555 Fax 361-526-3520 proposes to replace the line using a trenchless installation method. Once the new line is installed the old line will be filled with grout capped and abandoned in place. The following information has been submitted to you for review: i.) The line to be abandoned extends from the south side of Prescott Street, under SH 286 to the north side of David Street, as shown on the attached plan and profile sheets. ii.) The GPS coordinates are: • Station 34+46, N: 17167251.06 E:1333433.73 • Station 35+10, N: 17167315.78 E:1333429.61 • Station 38+50, N: 17167655.68 E: 1333423.73 • Station 42+70, N: 17168075.16 E: 1333413.37 • Station 42+76, N: 17168081.14 E: 1333413.22 • Station 43+00, N: 17168105.64 E: 1333427.03 • Station 44+44, N: 17168249.87 E: 1333424.04 iii.) The section to be abandoned extends from Station 34+45 to Station 44+44 a distance of 999-ft. DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 � iv.) As noted above the line is in poor condition and subject to frequent �./�. breaks. v.) The legend is included on the attached drawings. ENGINEERING vi.) This pipe does not contain, nor is it composed of hazardous or SERVICES contaminated materials, and it does not have a pipe wrap material that could contain asbestos. PO Box 9277 Corpus Christi vii.) The City of Corpus Christi will be responsible for all costs associated Texas 78469-9277 with the maintenance or removal of its abandoned lines within TxDOT 1201 Leopard Street right-of-way. 3fd Floor Corpus Christi viii.) The City of Corpus Christi will purge, cut, slurry fill the pipeline and Texas 78401 cap or plug the ends of all abandoned pipeline facilities at the right- Plione 361-826-3500 of-way lines. Fax 361-826-3501 «N«v.cctexas.co1ii ix.) As a matter of record the abandoned pipe will be recorded in the City's Construction Inspection GIS until at some future time it is removed from the ground. 4917 Holly Rd.,Bldg. 5 Corpus Christi x.) If the City wants to remove the pipe at a future date a permit would Texas 78411 need to be submitted to work within TOOT right-of-way. P11one 361-826-3555 Fax 361-826-3520 xi.) The City understands that the TOOT Corpus Christi District requires that all utility facilities abandoned in place under TOOT maintained pavement be filled with a cement slurry in accordance with TOOT specification Item 401 Flowable Fill, to prevent future settlement. By way of this letter and the enclosed information, we are requesting approval from TOOT to abandon the existing 16-inch cast iron water line in the ROW of State Highway 286, as described above. Please feel free to contact me or Doug McMullan (361-854-3101) of Urban Engineering if you require any further information. Sincerely, City of Corpus Christi U i ities Sandra, Gomez, P.E. Engineer I.V. �DOcuSlgn Evslops ID'.682A47C5-CACB4E21-9388-9CDD54AOB111 N° —111. GIB SIORM SEWER CAP FILL WITH FLOWABLE FILL AND ABANDON 10'OF 16"WATER LINE TTTso as 4 Aa RELEASE VAFOE AND CHAMD STA.31+16 -uo�—ucF o aEcrwc tw, E PROPOSED WORK AREA 1 a� ss 9 ru c NTwo("11' N:17167151.06 <c( —ASST— A 'OwmMu UNtwO(1— E•]333133.73 Ns LINE/FIBER OFIC ATE(oomory or oi( /WA.R TO EX/SDNG "LINE WITH(1)1.5'BENDS \ v � EE VuvE ' BowecwfsLE°EmEI`DNI EsreEaom) 'A a —__— re.o.w. r° sToaM sEwEa ® APHS-1 BERUEN A SUE ISI DOLE STA.33+70 BORE HOLE 41 STA.31+DO $ PROJECT BASELINE SEE NOTE 1AF INSTALL/8"VALVE N:17167106.15 -- ( ) E.1333116.34 c� �mr sarnA _ e / D Z ^ 1 ^ rev11 El V I N rza� W e I'll 8 7U— BUD— a Qp v _ --__ _____5 m_ _ v _- - --xis-- ss s W - -s---ss ss SS ss s sS s s s --a°ss � s ss u F STA.19+86 oa wnnre CNIIION di INSTALL 40'0! �dw RECONNECT 8"WATERLDIE AND ,e rca saNnaav - STA.33+68 F- gC6 INSTALL 8'GATE VALVE RECONNECT 8"WATERLINE AND 16"C900 DRIB �E S PORT VENUE o RGg, NSGLL B"GATE VALVE PVC WATER LINE E a-.���aa�re"d uv�°.m 'CALL BEFO=YOU ""�N"1�°°`"' °'°""""° REMOVE ANO REPLACE EXISTING 16"CIP STA 31+90 PROPOSED SHAFT IWATER LINE W/IH 76"DR18 C900 PVCRECONNECT 6"HYDRANT LEAD ANDINSTALL 6"GATE VALVE PLm NEw INSTALL 35'LF OF30"STEEL CASI/ wAnw / WITH 16"C900 DR78 PVC WAICRLINE �(A (A (wn tw tA, tA, IW twr�twr 4 G sSE 1-11 BY GUIDED PILOT TUBE BORING INSTALL 38'Lf Of 30STEEL CASING WITH 16"C9DO "` ::l p DRIB PVC WATERLDIE BY GUIDED PILOT TUBE BORING IL___ _____________ ________ --- o 3 ---- LINE(al-w I PROPOSED SHAD 1 35 E U 3 0 REMOVE AND REPLACE EXISTING 16"CIP 2 WATER LINE WITH 16"DR18 C900 PVC ff W o 25 IS N O W + N WW w 20 20 WZ Z — — -- ---- LL— 6W flO H J - - - CAP FILL WITH FLOWABLE FILL AND J W 2 p F av°remiraiE(v 2-Fl FROM TwE eASEUNE.sEE um ExirnNc�e snNtArer sEwEre DETAIL ON 515 ABANDON 16"CIP TER LINE FROM F "EEL 2LEIS 10 BE PRESERVEDA' WAO Z <+ inks,As NEFEO ON TIE°reo CURB IN - STATION 33+15 TO 31+50 d C4 OF DE OF 10 IS SIROWN ON LIFE FRANCS, a LLA N ADFOR IB VEIT'URF FIE FIE L PER LO MULDINIS ARE SOLVE PRIOR 10 CONNECION.GULF (ETON VAR BE REACHED Br EMAIL A OR BY 'ELEPIONE AL - - 10 3 A 7 5 SHEET 1 O oT 66 ao 30+DO 31+DD A- 32 _o^ <� ^xry <a �« pEmRO Brenw NC No 0 WTR-479 +DO x`33+DO 34+DO G A CITY PROJECT �DOcuSlgn Envelope ITS 668�81A47C5-CACB4E21-9388-9CDD54AOB111 5\I CALL BEFORE YOU DIG! Z® I 1CIE.1111P. � d_ o ,a,Are CAP FILL WITH PLOWABLE FILL AND Frp �g —e„� , uG`G �._l' oeu ABANDON 500'LF OF 16'WATER LING �.`� TD I-800-334-837] _ x Tj. � Shy SYN gi aas 3p 9Yj 'HADNe PROPOSED WORK AREA 1 €B. 1/ �)� sol rnoaol so; sol sc /lI (SEE NOTE I) PROPOSED SHAFT 1 ers nca\a�� - _____ ___ re - _ "reFEEE'muuPEER�a z AA. o seep � TIT zs+ r PROJECT BASELINE(SEE NOTE Z) �� d _ g _ S w o" _STA.38+50 €A N:1 716 765 5 68 Z v —x -'SIA.35+10 L„ �,o E•1333.113.73 x W a0 v x x v v v v ss N.17167315.78—s �'° s _x°--- _ - � s ss ss- s ss�ss ss-� ss _�s� ".v E:7333119.67 $�. ♦• a v.P sa„are ereo�cauurvs � __�V � (�a INSTALL 500'LF OF 30”STEEL CASING WIN 16'DRIB ,-PENT AVENUE �a C900 PVC PIPE BY GUIDED PILOT TUBE BORING I L..PLM JJVIEW [___ARLINGTON I = v a� PIEAFEEH INSTALL 500'LF OF 30"STEEL CASING WITH 16"DRIB C90O PVC PIPE BY GUIDED PILOT TUBE BORING ° �1iII1S p W w U ti o _____ ocuou or Eiwa o m 3 - a.11,1—eAINRI owosA a- reosD�N mPa 35 E 30 30 W PROPOSED SHAFT 1 CAP FILL WITH PLOWABLE FlLL AND Z 7 ABANDON/6"CIP WATER LINE W p 25 STA.34+50 TO STA.39+50 25 ti iLLJ O+f W W J M 2 --- — — — — -- — —20 Z �< >W CL Z Z <� J J Z~ 1 was wa s swu�ore srR INSTALL 500'OF 30"STEEL CASING WITH 16 OR18 15 0 z < C900 PVC PIPE BY GUIDED PILOT TUBE BORING EiTMta�aA��onE d J + _ _ W a- 10 - M 1EL—EIE x are RELEAIII STORMSE VALVE AND C APPSEWER FACTELF, 10 D�O.wO Q �n�N 3 LN' ADEPROINATELP sEE ALTO DEAL DH HEE.1, CURB 11E FAR"I PRORIT 11 LOCATED 1110, TH TO 0 —1111— ♦ a0WZ0NMAL CDN,ROE PoTIURFint - M EUE DASRWE. DEN DA.L D AML No ED DN,AE A6DREAL VALVE DOIH°O�sEE DEOAE�°w�L DEPO�ITHEDRAWNCS sown SEwere ® LEON PAN BE REACHED DP EMAIL E,.A,e-., .CONNECTIONOR ELY o sr+rcE 11 or 66 F ON DE su ,A FENCE. Ocr�reO oorepOwiNc no. I 35400 36460 37400 -e1 KB nx 36460 39400 G n1R-479 — P PemECE �,re,o�u��are,u,are,rerere,_rea...w�.„•a"..re®arem�,,rea�„uare�a�rerere�sa.,mam��P._,�a.,..,,.,rem X �E)—CAg,Envelope ID'.682A47C5-CACB4E21-9388-9CDD54A6B111 rs,_ CAP FILL WITH FLOWABLC FILL AND ABANDON ALLHOPE I I doa AS)-"I'D 9- CALL BEFORE YOU DIG! YE WHO LIVES HERE 490'LF OF 16"CIP WATER LINE Z PROPOSED WORK AREA 3 (SEE ��' u .1a"LL„o8�n0s0u33oP8ro3"]o]�L E I) u NCSG11374372 36+84071368.71.174 AxEe - All �"wr`" NO 4QJ S.o T_Ao 1mo4re4Y+4soeu BORE HOLE 15 No4<9.8.7Z TA.44+00 716814a 6s_aos 111 § 17168105.83 E:1333414.04 8 > cso�aro>�1so> )s TO I___ Fj" STA.41+70 333413.09 ,u N.17168075.16 AS ! PROJECT BASELINE ca IlUlU 9e E.1333413.37 1 (sec NorE 2) — K Z Cc ANz + NI12 Ns" �� — 1$ d� 0 o _ - w 8 --- 8 -EASE o 8 gua N 0 w Z _ `e Z �� _ s• res res s res - s fl E PROPOSED SHAFT 3 FAR UI ~ _'e - _ Q -___ 43+00 rr,rNo - - cis sToann s[wEa El ca scree N.17168165.64 _ WELINE — — 4 are RELEASE VALVE AND CLAMBERE•1333417.03 =amu- D ELECTIS 1M dIC PROPOSED SHAFT 4 (c) —()— ♦ TREE AE CE aTE Po PLAN N� o �9LA I 2 Ns LINE/FIBER oaic AE�caDiIN or oiE a 5 saw sre U E Pnunn A�ppApNpwy F WPSTEWAI[R LNC H Te're POP'ATEwmo RE ST E VALVE OURNEAE LINE IS EERIE NIOL REPORT) �a I c —so_ho ---- Row so INSTALL 420'LF OF 30'STEELTCASINO /�III}R c ... s1oRu s[w[R ® Apprecwwn EaLbnax or N[Ern xor[ (�� 3 o INSTALL 410'LF OF 30'STEEL CASING WITH 16"DRIB CBOO PVC PIPE BY GUIDED PILOT TUBE BORING �1iII1S U ti o -E L-111 FY 111111NI Ella IFLIAN 11111PROP0.SED SNAFT 3 PROPOSED SHAFT 4 0 35 E --- --- 35— ----------- U 11CIII ax 11111 L NY 11 Pem) _ 30 W W 2 1 25 ti ui W W J 6 0 CAP,FILL WITH FLOWABLE FILL AND ABANDON 16"CIP >W d p ? WATER LILAC FROM STA 39+50 TO STA.44+44 Z <OC AVSTALL 410'LF OF 30"STEEL CASING WITH 16'DRIB 15 r.W <Is F mP a,un, ��Ne s � C900 PVC PIPE BY GUIDED PILOT TUBE BORAVG F O J + PLEAAETre,Arena, a W � M 1INT1111 DOE T FROM TIE I ALL ALL ALL ALL I'FALL BE MEASURED FROM TIE ENE. FBI TIE III WATERLII E IS APPROITRATELY 2-FT FROM TIE BASELINE,SEE�DETAE ON STEEL 2, .,TE �N 0 I CURB OF TO 10 BE PRESERVES, 5 ESLNS TERLINE DEPTI'AS ONE'BEEN FIELD VERIFIED AL SELECTED POINTS,AS NOTED ON FILE PROFILE5 , CONTRACT R TO PURIFY TIAL TIE FIRE NES TO BUILDINGS R TO CLEF AN INSPECTOR,JAMES FELM P_AT ETON CAN BE REACTED B.EMAIL A e,A®m�,,A.OR BY oSHEET 12 of 66 IS AGERTO BE 5URSOUNDED W11 4 11GI FEW DUTY ORANGE SURE SAFETY FENCE, _ acrgea orenwiNc no. E 0 WTR-479 40+DO 41+60 42+DO 43+DO 44+DO CITY PROJECT �DocuSlgn Envelope ID'.681A47C5-CACB4E21-9388-9CDD54AOB111 CALL BEFORE YOU DIGI ,x ��sRPwA,e 2 �. �,R6wR55�6aa_ I it WATER LW REMOVE AND REPLACE EXISTING I6"CIP w L0 " r811 INE WITH 16"DRIC900 PVC B �y ss em s,seu D.yR'. t-800-334-53]] CONNECT TO EXISTING 78°WATER LINE co uxsw s ws I 6`� W - PROJECT BASELINE(SEC NOTE 1) _ n WITH(2)45'RENDS AND(])CAP d - £ _ - q b� n,Ee�Gx� = esu«rrsa vre a zsec Cc — _ — s� I — W _ s F E �W SGL STA.41 Q W-2112, RECONNECT 6"WATERLINE AND u N C W .. NISTALL 6"GATE VALVE c Ra w mere bee xme rl E � SPORT AVENUE STA.45+06 s -oP wm n. .nn.w "'rrr AD.1 RECONNECT 6°WATERLINE AND - es eu INSTALL 6"GATE VALVE 'AFL i PROPoSED SHAFT 4 IT.-IT. row sro�nomo ie e �� \�s\ ,_ao so lc) cci (c) cI cm (cY U 1 II13aS'�AR CARP 4 40 SIU O W w` Al -Al AT — :�.ei,aw�r eoxw ea.wnuxima� E E-ER All 11 FBG LET PROPOSED SHAFT 4 _____ ____________ _________________ 3 ________ 35 --- --_ ws,xo a'o,s 2 11111111 1-11 aLEE fmarem> i0 111PUll 21 11— 5 � W ARIEDEPEE(A PROP. a 3 W Ld J 3 0) AT,1�111A a y 30 W WLa jL J J <K iLO = REM VE AND REPLACE EXISTING 16°CIP = Z~ H WATI R LINE WITH 16°DRI6 C900 PVC W TOETIE -OF-CURB, Es < 'I ED LI FROM Fll PIPELINE,SEE ALSO RETAIL ON s+EET s1 Q O 1111 BE M F"9A"IlNE d J v SATERLINE DEP"'AS ANI SEEN FIELD IFIFIED AT SELECTED mrs As NOTED ON TIE PROF W d '5 J_ 6 WNIRAGIOR TO PART ITAT LIFE FIRE LINES 10 BUILDINGS ARE ACTIVE PRIOR TO ClIEF — — �.RN RE RE AER ESE ®�es9rom OR Rx 257, 8",15'ANED 18'SANILAW SEWERS NOT SIOWN IN PROFILE VIEW, 3 pp Rr 13 RI 66 _F I ERIC R opoo o aROR wN wo. g G 2 45,DO 46,DO 48+DO 48,DO 49,DO OIR-479 = r PRo,EA. DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x SHEET INDEX ur..aa xa 3.vea.m.ar SHEET NO. DESCMPTION I. PII£SHEm I6U PLW n a S z, imR40 Ealmna,nwnnres M9 No1E9 9C 1. canm9E wA f, Y� flAA nun Pun aro Plant m31NE srA.am m srA."X III�,I San Patricio County s. anon Pun aro Plant m&RNE M"X m 6 Unun PUN MO PPonE fl SE1NE M 9+50 N SQA.1141 ). Unun PUN MI)PPonE fl5E1NE M 141M m 9 191M W�• B. Un Rri Mo PPonE fl45E1NE SrA 19150 m WA 2"X SY 9. Un-—Ma PRME fl4�F1NE..2"X.SrA 291X 10.Unun PUN Mo PI n 11—STA.V50 m 9rA 341M .Unun PUN MO PPonE 11 SE1NE Wk 341M M 9rA 19150 12.Unun UN Mo PfalE fl SF1NE 9 k 39150 M 9rA"450 11 Unun UN Mo PRME fl49aNE M"1X r0 M"X50 N ecPa z 1z NUECES BAY ie.unu UN Mo PI r 11s�o s�cAi.55i1M M saris%IM a ® C� I6.Unun PUN aro PPoYIE 11—E M X150 M M 6"50 /r 1).Unun UN Mo PI n 9 k 64150 m 9rA 641M m I6.Unun UN aro PI n fl49aNE-69150 ro M 741X d W 4 Im 19.Unun UN aro PI n fl49aNE 9k 74150 r0 m0 F Z I . 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REfd90 64aYVII Ml. E.m TIE xn uan aPMaq!ro xa.ISEfa mc!%%i.Frs ro xx aE xN5 Sna9"Maa,slur m ff MIagS aafenal.° Its raseanns.v¢r"".Knaumx!a[aMc! ff PWtle1m. i P£KMr xM REia X.51xffa axx a GSIyXiLYF Tw"!MG ra. q qr wmo a.ans q 4WTR-479 Cllr PfXxEM I— s.ra.ore�rnrsoo.ormeoreso�-a°n n.w..w^�..^^xmi^am.mrai°.=Vnawso��i�ew m^eme^r=va°°sw�c,rzm� x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X I[E.IASL H0.31)Po.B1.0/ Z® PROJECT CONTROL: A -HORIZONTAL AND VERTICAL CONTROL § A -HORIZONTAL CONTROL $ O nags; I. INTERMEDIATE P.I.'S ARE SHOWN ON SHEETS 4 THRU 19. 2. PRO.ECT CONTROL.SEE ALSO SHEETS 5 AND S. 3. CONTRACTOR SHALL LAY OUT UTILITY AUGNMENT,INCLUDING BOUNDARIES OF Z WORK AREAS PRIOR TO CONSTRUCDON,AND MAINTAIN SANE DURING _ COINSTRUCDON. W - W s C ZF 4. UPgN COMPLEDgN,CONTRACTOR SHALL PROWDE CERDFlCADON AND 68 OOCUMENTADON. 9Z 5. CRID BEARINGS,DISTANCES,AND COORDINATES SHOWN HEREON ARE W s¢ REFERENCED TO THE TEXAS COORDINATE SYSTEM OF 1983,TEXAS SOUTH m" ZONE 4205,AND ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (2011)EPOCH 2010.00.ELEVATIONS SHOVAJ HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD88),GEOID 12A. 6. THE PROJECT BASEUNE IS LOCATED APPROXIMATELY 1-FT FROM THE TOE-OF-CURB AS SHOWN ON SHEET 21. 8 K- u � 2 STA.77130 U SITE BENCH MARK END OF PflO,ECi SET b MARK ON SLOT INLET N:17171534.75 v N:171859]7.14 E-. 111335088 j N E:1333469.11 3 LL Q'm DEVAPON:34.84'NAW 6802 STA.0185 PROJECT BASEDNE(SEE NOTE 8) ,{.4,' V~o STMT OF PROJECT 4, {� _ N:17163191.9 E 1 } Pa �c GYi O E 333517.72 ( C 3 js SHA SH.S SH.B SH.9 '/PFS SH.12 SH.13 SH.16 SH.17 U p ( Sy'4>• Ri A ENUE SHAD SH.11 I^ SH.14 SH 15 c Ys� S11.18'SH.19 STE BENCH MARK J— ���/ G W SEi IF MARK ON SLOT INLET 17164374.11 to $ W dg ElE 4 E:1333497.32 ' v .W u fc'), W C.7 2 VA0IX4:33.48 80 NAW a=� �C� �4; z Ae d Ea d W H z z a=1 SCALE:I'=600' yJ 3 s a SHEET 3 ar 77 1Ef69R O1NIlvu Atl. WTR-479 CBY%MELT IL s./aoia-./nsowo/sneo/eso—aan�....�wog..�.�wmia...�..n/xio.=Vnawso�rn�e.e mneme ev=va�sm r,mzx DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 21 1a BORE Hoa/I Z4 us.m xa 11Imm.Gr STA.AtOO z 1c N. 17161206.85 as, /'em F1—12 STA.]+71 !.VE HE sown `7 is n REMOVE AND REPLACE A! RECONNECT g TE "E"S". STA.0+85 ET 8"ACP WATERLINE Ig"cm,WATER LINE WIN I 9 RIB Cgoo AND INSTALL B"GATE VALVE II .'. START OF PROJECT DRI Pvc N.. 17163891.93 STA.1,22 E.. 2 13335171.5�2 RECONNECT 8"ACP WATERLINE PROJECT BASELINE(SEE NOTE 2) C�— AND INSTALL 8'GATE VALVE 2,11- 4q G Lu W sam fn7 Cw e' vca san o wncA e'wsm„ 5 s S PORT AVENLE GAUnON OHL STA.2.19 3+77 RECONNECT INSTALL 16"GATE VALVE LL NEW HYDRANT 11ST1111 11" TEE,LEAD AND VALVE c9co PVCWATERLINE (BEE SHEET 26) TO------ —0— nmN PLm mEw STA.2.45 RECONNECT 19'CIP WATERLINE CALL BEFORE YOU DIG! ��� AND INSTALL 16"GATE VALVE (L .0 IME NR' R-al'--W AND CW Al2 BT 1. BE 1. Ro TELE—MUNIB—UNE ORC —TE—BB —T. —E LME (SEE—ffam BOX INSTALL 20'LF Or 16'DIP —BB.— wiTjimi rnTiNs ON EA Km AFPPoNINIE 35 1 END,CENTERED ON 20- _I. 11—IS E MEE—I -N ME ME E.- FORCE LAIN --A E B MB ME E—ME. —1 - BY—BE.—BE.—ME G—ME. 4 —INM M BE --- ------------- E 5. Mil BEEN MU—M—B IN ME P.M.E IN ME—MEE. E�— I'l all_ 6. M MAT ME M—IflE ICINE P—M-N—CHIEF sow P.0 WW—.ANIS—W BE REXHID BV 0—AT o-—.W W E At.141— a-.15-mo a-——S NBt 9YIa1 IN PPoFlI£YET. L"Ld 30 3c z� a La a. uj n- Ld REMOVE ANO REPLACE EXISTING 16"CIP a WATER LINE WITH 19"DRIB C900 PVC 25 s 25 IL EB SHEET 4 Ff 77 PROFILE AEW 2o F V % 20 otoo too 2t00 3t00 4,00 WTR-479 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X STA.6470 Z® uE.m xa�lJmm.at INSTALL NEW HYDRANT,C/W SEA 5433 TEE,LEAD AND VALVE \ CONNECT NEW 6"OF/8 PVC ® I g WATERLINE AND INSTALLI$„w,kN 6"CA TE VALVE REMOVE AND REPLACE EXISTING 16,CIP „m„u,1Eas cym�'�,fA�,n q/ K A!N WATER LINE WITH 16"DRIB C900 PVC i" �- CALL BEFORE YOU DIG! PROJECT BASELINE(SEE NOTE 1) IOai. s we/ CAl1ICN OL UL 1-800-334-8377 Ia �` I z s T - - - _ - s Fg ------ --- ------ �- IS tsszo n. 2a� a iN'v�P snunaav¢�„o°r� 'a o°wn,ere STA.8+41 re a AVENE Ews,suRim u�w-eoo RECONNECTFIRE flr LEAD AND I11TALL 6”GATE VArLaVuE a3OT xs uE nmonw,a. x. ME R ME PRNEcr rs LaAMu�APRax- I fr-1 ME mE Me E—. �- a so s*o s*o sr - - INSTALL 70'If OF 6"DR/8 PVC vNfANE rs.wPRaxnsmr x-fr maR ME N=NE,sEE Nso oErNL N sn¢r xla�' C � z CONNECT ` s ws FCP s,cRN 1. Naflc 1—RE N—I.—ME flSSELNE. � WATERLINE IN 71"STEEL CASING BY �tN' PLM VIEW 4. CINE INiEIs i0 BE PAEFMfD. _ NEW 6"PVC I ,N v�ss unxev BORING(SEE SHEET 77).EXISTING 8"CI' ''�"�'� 5. EI] 0 N.11 ME MPM HAS ONLY SEEN flEl➢AMM Ar SFIECMO PONN.f NOtEN ON ME PRO- WATERLINE \ TO BE ABANDONED IN PLACE. /°ar,Ere°o<< ,w I. CONfi=M ZiFY INAi ME. N6 rO RUI .NE ACME POOR NI CNlECiNN.CH6 j S I...INSPECfgV,Nib PENOIk10N WI BE ff/OIEO NY OR EY iBFPHNE AT 181-816-0150. III2 d a a, ). A',w NO II-SPNiNN SE44Ps NOr SHONI IN PAQAIE NEN. 9 (42(L LE&mo — — as smRN sE n U I—o —_— -EME — — N91EA NE NR flP cec E NEO CHNNEA uNOE—UN. QS N9ER NE � O B WtRCY PoM } E (a) M2ONTN.CE.MOL PONT tls GISENE (ss) QS WSIEINIEAE00 MOL IE 1— �� ——K ATE EE NINIG11ONs NNE/AMR OPOO IPfl1OWNE LOGRM Of YJL U C IXSt.GIE VfLK MNMFIO NE BtlNXG(SEE(EO1rbINfN fN.� 0 —__— R.O.N. no SfOFN_I ® xNi&ONE N:VOA N 9f I81 MSf 35 3 11s,wre11,reAg,w, W 2 ________ 7 1—El 1111.1 nirvv urvE foPareox) + 3 2-1 m�„R s-11M�f 30 W g Q a. aQ 9L w Z + s: REMOVE AND REPLACE EXISTING 19”LIP d K Z 9 WATER LLMC WITH 76"DRIB C900 PVC 9L 2 £ € 25 3 Y NCC69O ORAIW�Ari 2 Als 20 -479 5,00 8,00 E 7,00 8,00 9,00 CITY PRO.EOt� DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X CALL BEFORE YOU DIG! ,� ''�•+y STA.10+01 STA.10+8/ r RECONNECT 11"WATERLINE RECONNECT 6"HYDRANT LEAD .w �+� AND INSTALL 11"GATE VALVE AND INSTALL 6"CATE VALVE 87 7 I HE wF 1-800-334-8377 j ,'y45 - - a REMOVE AND REPLACE EXISTING 16"CIP I 0; ji � , WATER LINE WIN 16"OR 18 C900 PVC BORE HOLE 11 z ws STA.14+00 N:I7I65MB6I PROJECT BASELINE(SEE NOTE 2J C 1333489.11 mxsv e nn� rein a 3e.es'" �eL s�.s�' sus c rL EL esae ,� e'rAn� was_-11 st --c_ Z W -- - ---v - Sx�P , -- ----- -- - — ss --ss--ss �� s �5° __ __ w ss— --s — ss ss � � ss � f - CAL""dL CA118GN[Ili GA11110N t1L I ?i" �. Ie IP-1-as-1n nwn 12 - .s c�a wnw STA.14+00 RECONNECT 6"HYDRANT LEAD s cw wane *o+so s�o s*o s*o sa�5-r flcP�a so so so so AND INSTALL 6"GATE VALI'E s*o s.o INS" STA.14+75 DR18 PVC WATERLINE o G INA 11"STEEL CONNECT 6"FPVC WATERLINE 8 V= .O.CASING BY BORING - AND INSTALL 6"GATE VALVE 2 (SEC SHEET 17A (� v CONNECT EXISTING 6"C/P U r o wale ( —(wi—�Iw> Iw> NEW 6"PVC- f WATERLINE TO BE s c (w>�[wr—�+'r—cw WATERLINE ABANDONED RL PLACE y w 1 r—Mwl--cwr—(wl-- I ] y IEdaM — — a5 ST"SEBEA 40 w5i �'31111 p W W —-— &alNE —w— VAIIX VR: COXIWRS NE N4RONNAIE. N U o Nfl RIEpff VAAf MO CHNIBq �� ME W31NE FOO ME FMIXT IS 101-0—mimp1ElY I-R Mam ME ME-OF-CORS,ME UmMmE -u— E- Ma—ma QECMIE (w) am VAM2 ME � VAIERNE N VP AIR—R-Rr MOR ME I—ME,SEE Km OETNL M EBE2T 21. E u Cps IRE ss NKIEVATOR OR: B wROCN CRxOeY PQxr 1. NL VORR Sm-8E Nq m.FROM ME�I<E (c1 CN C.w ME —(n)— CN VAS1EN.piER ONE Hd820Nttt CONOmL PoNr B. CUR3 IN115 ra 8E PflESEMf➢. } E 5. gNTX0 VAM31R:OEPM H.w QTLY®I R00 W8FE0 N a]£Cim MNM AS NOMI ON ME PROfIE PPo.GIE wL9E ME M-111-1 INE/ROM 31- q'ABM 0,Sl MMA 11PX11 QRM aF CQ.ER 6 eFr N SHaNI M ME OflpNRGS. C ENST.691E VKVE OWMVll IRE w B(91E(4£EFOI m.,RMS, 8. CO—Sm M AHNIfY MAr ME-INq M BQWIXGS AAE MRK MIRM M COx 14.CHIff U ---- R.O.V. no SmPN ffMR PI.M..IXSPECmfl.JIBES PSS—Cw BE FgCHm.1—Ar pmeyAYel.—OR BV 0 ® .NIYeONR mrNQl6 9E Mt XOE MERIKKIE AT 381-BIB-0350. 3 I. B',IS'ma le'swawr arARs mar slwlm Ix NmME ray. 35 1,.,117ALL 10'LF OF 16"DIPWITHW ITTINGONEACH END,CENTERED ONANITARY SEWER. ____________ __________________________ 7 ____ ----- * rr p ____ W �IA �swO.a urve[merem] Ld + L W W W U � 3 rv�swe: o-�a�rvos w,s 30 Z g O d Wa i QIx QO a �W �op Z lj REMOVE AND REPLACE EXISTING 16"CIP d J 2+ WATER LINE WITH 16"DRIB C900 PVC it cy) 2 4 25 3 rcif € y Y € C riJ_ a S € ®ia N aae =c, a' e' eco _ a.„ aj$ R 6 SHEET 6 Of 77 dd G%G RCf6��9p ��0�ETO�RAMm A11 2111 F IS G G�C G`�e FWG `G' GWS G�2 20 nIR-47iE� 10+00 1I+OO 12+00 13+00 14+00 CIN PR T IL s.(a,oi.�(nsowo(aneo(eso�-aan s.w..wog.,z..w.oia,..,..m(sio..(mewso��wRius ew mm�.e er=va as�.a,mz� X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X u.E..m xn 3nenes.Br CALL BEFORE YOtic STA.15+A5 Z RECONNECT 6"WATERLINE AND REMOVE AND REPLACE EXISTING 16"CIP INSTALL 6"CATE VALVE STA.18+46 WATER LINE WITN 16"CRIS CRIN PVC § 08RECONNECT 8"WATERLINE AND a M$ H 1—H00-3INSTALL G"GATE VALVE t PROJECT BASELINE(SCC NOTE 1) — - � 1 12 1 Z ' z 2a,Rv IR W T E$ q s_ ss ------ INSTALLss _ss _ ss s _ _ WP/RE HYDRANSTA.IS+IS __s VALVEC�"TEE,LEAD AND �s _ egn � ,a�s�R�T=<I"m�„ S RT AVENUE rsN so N sa IL LL n-zss RIUI no 5 so J no sro� E a no�so sRF In .N -R4 E�ziS c5co waive - 41"Rn /,a"Ica noxa �./15'Ice scax I u = RNEt� a 1��56 II' CM Cw C E V x LEM — — CIS STONN IENER Lx1 W 3 f au �A [visnuc cxm[ — TIN ALNO E-1 (r✓c CIS VAIFRNNE EQ NR RGEAsE VE AND OR 35 \Y•� BIS NNE V.151EN.1MR NNE AA YEN—CONTROL PoNr • Nd8--CWBML MINT ---- ------ O (a) CIS Ws NNE (ss)— B5 V.15RNAMR UNE -- E , RTE UNIfABOXS NXE/FlBER OPRC MpMIYAE IOGIBX K SBL u �� fl10.WIE VAlYE ENSr.GAZE WLK OANVil NNE � BY3C(Sff GMBMIRC'L 8PBi0 a REMOVE AND REPLACE EXISTING IV CIP ---- RIAs,o STDNN SERER ® Mmm a U o E1111111 1—1 WATER LINE WITH 16 OR78 C900 PVC 5 3c _ wL 1aPexoxr 30 W Ld F m C WHimW J r ]U �< 1, .11 uxs xE NVRONxnTE. IR�snuc e s 25 a W d 2 1. TIE I—I FOR ME mor IS WG1W WMMNYAIELY I-FT MN ME rOE-0E-CU118,ME EXISTING Q Ld d N9IFR.1 5 WMMXNAIFIY 1-1 RMN ME WYNNE,SFE N50 DETNL W s—11. F .Y 1. NL—s—BE NFIdIRW MN ME—NE. G 4. ENSRW RY i0 BE PRESFREII. W 5 NLx: PIM xA5 MLI®I fEl➢MHRW Ar SFlfClm Poxis,AS xOhD Ox ME PMIfIE EN.A IIPIW OffM K C014R OF TFT 5 SNONI ON ME qLA GS Q Z + 6. W IMACFOR M NERIFY MAT ME RRE NNES r0 BIA1111NDS NE ACTNE FBMR TO l%NpECrgN.Miff LL J 2 PWNBNG INBPECitlV,NNEs ffXtlETM WI BE REARMED BY ENNL 9 0—pOS ..OR BY LY TEIERIIWE Ai]BI-BIB-0150. EWSL 4 ). B',IV NNE IB'SnrAAY BENE115 NDr SMOMI IN PROFlI£YET. r 1 2 20 u � S SRLL7 7 Of 77 Is :I 8 :E y 3 51 15 nIRIE(A�9�0p BO'RpNINC N0.^ I GNG Gam' G G G F G G Gk G G` �47J 15+00 16+00 17+00 18+00 19+00 cm—.r_LA— DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 us.m xa vlmm.ar CALL BEFORE YOU DIG! z QjREMOVE AND REPLACE EXISTING 16"CIP 811 -WATER LINE WITH 18"DRIB C900 PVC b 334-8377 PROJECY BASELINE(SEE NOTE 2) -------- --- - LC LU W 1" s, ......... .. .... CAUTION CPL F1 BORE HOLE 13 2 00 SPORT AVENE STA A 4 16 1-1 11 D-1 Ill -i F1 N. 7166206.38 M E. 1 33 STA.23+46 E.1333467.93 F1 11 sa 1 6'HYDRANT LEAD F1 T -GATE VALVE RECOMMEC AND INSTALL 6 E1111Ere11. PLAN MEW �w EER -NE- _J 1. ME MW E MR ME Mam ME ME—Re,ME E.sR. as SrMN SENFR WRIERUNE G AX RIO11Y 2-H FROM ME—E.SEE A.ED OEORL ON SREET 21. FRO.ME—E.NG V.11W1K OEPIX 1415 OILY BEEN FE1D WdflfO Ar SEIFLIFO PoNR,AS MMD)W ME PPoIFLE (L R 40 ac MR E—RER s 55 R—ME NRIER URE R.I— OE R— L5 NO 0 I-Mc (I) as NRIER URE URE LINE Ea L MI WH A MFM!OF CORER OF W 6 SHM ON ME D GS 8. I MAT ME FRE ONES TO...-ARE—FRRM M__R.ERREF as—UNE A HORRIONM EORMEL Pamr PWIBNC INBPECTOfl,JNES I...CAR RE R—E.BY DIAL AT pmezpOSWm<an OR 81 0ORN.—ME 7. 8.IV MR)18'WITM SEMRS NOT SHM N�il Or E Al.181-BIB-A150. E DO E.U. —OHL— OMMEM LINE so SNRY SERER 1 35 35 E�111111 IE1 A-111� Law w 3c co 30 z g a La a. ix Ld 0 + a. REMOVE AND REPLACE EXISTING 19" WATER LINE WITH 16"DR18 C900 PVC 11 225 MEW sffET 8 Of 77 2C 20 20+00 21tOO 22,00 23,00 24t00 WTR-479 CIN-L 1— DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X 1.E5 �. E.ME I NE:ER ME PALE. VE.n9 NO ll)mm.ar R. IMUE fl45E1NE FlAIs mIXEµPiflffWF—f�iME PFOOME,EE NUN FRO ON TEE-13—REL 21.R$ME EI]SIIXC CALL BEFORE YOU DIG! Z A. NL NOM SXNL ff LEMNEE FRIM ME I—ME 1. CLN.I..t0 IIE PflE—E.. 5. IX.N.NARRIXE OFPM HAS EM-1 BEEN R.A£I—At SEIFLIEO RIN.,AS NORO ON ME PRYIIE � g 3� YET.A MPMIL ffPM OF COAEN OF 1fT R SNONI ON ME OPANNCS. 6. CMNNCMN t0 4FREV INK ME FOE IVES M ffiRE M ME MRK PflOfl t0 CONXEEYIM.EHET Poo Pvc wxs[a m..m.�"elow, 811 .s uais rs cmasc.a, s r [r `� PW INSPEC ..PNES PfN01£TON CM ff RENriEO ff ENNL At iamnpOuhmXmm OR EY i-800-334-8377 - 'I4 3 _ ATy iEIEP.E Ai]6121fi-0150. STA.27+14 i f 7. N-,15.Ha Ie.sMIRMF sEAERs NET sxGM IN mm mm RECONNECT 8"WATERLINE AND STA.19+11 INSTALL 8"GATE VALVE RECONNECT 8'WATERLINE AND REMOVE AND REPLACE EXISTING 16"CIP INSTALL 8`GATE VALVE WATER LINE WITH 16"DRIB C900 PVC z covPce I� Prc ev2111 cv snuff*nrev ` uxsw �enw PROJECT BASELLVE(SEE NOTE 1) sN _ Lu a r _ - I. _ sass ss ss s ss __ _ _ ________ __ -a - X --� ss �- � d HT xis- - - 5 __ ____ - _ tl Z - �s s z�ss __- - s—mss �s - STA.16+90 - STA.27+59 F RECONNECT 6"HYDRANT LEAD CALIfgN di s Ln`N01°'r AND INSTALL 6'GATE VALVE RECONNECT 8'WATERLINE AND F s s cvP vm ere S PORT AVENL E - INSTALL 8'GATE VALVE INSTALL E ro so so sa STA.LL NEW e> o so XCP s=o e re b u W FlRE HYDRANT, n II C/W TEE LEAD AND VALVE ro�s*o PLM MEW P Lmsxn tlG Sidd1 SEYEA // fCvc 7i�� Big q UNE A (lVrff 13 1- M'1 , (M 1 two ffR N.El£CIIAC (vu) 05 NARK IIXEff E VK4E Na CHILfffl E's t tL ]n nn 1jII12aINE —ss RASRN4AT R INE SfAICA1 COX—MNT {♦ HORYOMK COXMOL44C- M) ac C5 G15 OXE —(ss)— C5 RASRN4AIIX Off NILPRO.GTE VIL4E MLE EONNNRGNONS NNE/FlffR OPIIC MRNM lE IOOXION ff SOL D-O— —T.—INLVE —RE=D INE V RN.(Sff EFONONL4 RTGR(J ---- R.O.V. na StgN SELER � Y ® IRX)➢Wf IOUIpX tl Vlf NSt MNE } E N a eTu-iwa prem[ ensL urv[ C.J __________ ____________ ____________ 3 35 p'p W swc a wAi Y It f W� N ~ 30 L�d 3 tl r QZZ F F W Q REMOVE AND REPLACE EX/STING 16'CRO� 1+� £ WATER LINE WITH 16"DR78 C90D PVC DL K g N 2 25 Q r d J_ 5 PROOLE MEW SI a�J9 aGA : R 9iGm 8_ ��� - 8 cGe R S SHEET 9 Of 77 ^ IEf690 DRWVa ND 20 2 25+00 26tOO 27,00 G W` 28,00 N G J 29+00 CIM PIMEtt IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X LEM — — cls sMAX axXR CAP FILL WITH FLOWABLE FILL AND ABANDON 10'OF 16"WATER LINE I uc..m xa 3nmas.ar fl 5E1NE —.— STA.34+46 vnMR ME xR rm&sE vNrE Ino MI3em �\ -ucl-ucE- UNIT MYXIuxB ETRE Iwl crs vnMR ME 4 PROPOSED WORK AREA 1 N.17167151.06 r ME SS vII R T R ME A rEnmx CMMM m r / F.13334173 (c) cls GS IRE (55)— c5 WfiRlHrEN ME HM2MM CMMM MINT IWATER'LlIT EXISTING f6'—D� PRD.GIE VN4E IE3E MXNNNGIIOXS IIXE/FlffiA OPRC NFINN,I.IOCABOX Q SILEXSr.G1E vIE�E ouMEiN ux xmminuL WITH(1)45'BONDS it TL�y a SIOM SEYEAE BOREHOLE 14 ® urNm rc wE STA.33+70 STA.34+00 INSTALL 16"VALVE N.17167106.15 \\ PROJECT BASELINE(SEC NOTE 1) E 133344&34 / 11 11 2- 11 w - � - zam 4F L --- STA.33+68B. ss — ag6 F is N CAIIiSON di INSTALL AO'OF F IS INSTALL 8"GA WATERLINE AND � - RECONNECT GA WA VALVE AND 16'C900 DR]H INSTALL 8"GATE VALVE SPORT VENUE INSTALL B"GATE VALVE PVC WATER LINE s ws oas,} si"a�.�.ee CALL BEFORE YOU w. �_ REMOVE AND IN 15E EXISTING 16`CIP F= MUMw�xx m WATER LINE WIN 16 DR18 C900 PVC ,STA.31+90 PROPOSED SHAFT 1 N °RECONNECT 6'HYDRANT = BI I LEAD AND INSTALL 6'GATE VALVE O1 m `Llryf INSTALL 36'LF OF 30"STECL CASING ® V 1-800-334-8377 / wx�lx PLAd�EItY WITH 16"C900 BRIG PVC cw>—�twu BY GUIDED PILOT TUBE BORING > 4 OL a m INSTALL36'LF OF 30`STEEL CASING WITH 16"C900I�II)p o DRIB PVC WATERLINE BY GUIDED PILOT TUBE BORING __ ��s wce wn cB aS ------- ul IaPPeavr A 1 53 3 O cm � U 0 3IIZl 30 REMOVE AND REPLACE EXISTING 16"CIP 2 WATER LINE WITH 16'DRIB C900 PVC W O 2 25 In W t WW J ~ — 20 �V 1 20— ---- ------ ----- ----- — — — — -- — L.La ac af I. _MM NIE PPPRO%NAIE O 1. ME BSDINE MR ME FRAECi 5 L((MED NFAOAMMY lir ARM INE r0E-0P Affi,ME EASM CAP FILL WIN PLOWABLE FILL AND Q 1 F sn¢NE Is IPPAMIN.Xmv 3-Pr AROx ME W3LNE,SFE Nsa 1.1N.IW&Nrxrr sEYEx—I ON ABANDON 16'CIP WATER LINE FROM F 15 �Z �"+ �. aM nlErs ro a PIESFRrID. - STATION 33+45 11 34+50 d J 2 CD 1. ERSANC—NE OEPM HK ONLY BEEN fl.VERFlm IT SNECIE➢POIXM,AS NEREO M ME-ME � DC N NM.A r OFPIH 6 CMRP 6 NT Is SMM M ME pU m. EWSL 5. CMMNTOR M rfHFY 11Ni ME Flff MES r0 ML➢XK5 ME K11K PFIdV r0 COMECAM.CHFR r d 1 PLVI W PISP 311.JNES PENII-14 CIN BE fdAClf➢RV MNL Ar prcepGxlerm.mm OA RV 4 I D 3 IDFPHME IT 3BI-BIc-0350. VI J Y Y 5 4- _ SHEET 10 of 77 tlR �2 51 _ 5 flEf690 OFNIl�Ari F ° y 30+00 31+00 32+00 33,00 c 34xWTR-47900 a Cm PIMEtr IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X u.E.rN xa�BJmm.ar CALL BEFORE YOU DIG! Z 6 o P s �e'eca scan\ / CAP FLLL WITH FLOWABLC FILL AND -O� a e l l4— p"mow I ABANDON 500'LF OF 16"WATER LINE -,�,Cw.p_Ab 7-800-334-8377 1 / PROPOSED WORK AREA 2 so)�(sm (so [sro (sa+[sc (SEE NOTE 7) PROPOSED SHAFT 1 's�s`�s 11 "--� '� svo�cawuYr�la Z r PRQICCI BASCLDIE(SEE NOTE 2) 'la zs re. a o c a $a z m o" d� to ${� �_ Q{ - �. 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ME—E FOR ME P..1 IS U1C.5rED—.1- - IFT Ffl011 ME rOE-0F-CUflB.TIE E.N. [ uc[ INE ss VMffU1ER INE B WMIdNE IS MP V WMLY—..ME B—NE.SE£ASO 0—ON SHEET OI. J (c) YS GAS NINE —(ss1— US VMFEVArEN IIXE HgXJON�OCNOiOL PqM ]. MJ.NpN S—BE YEA N.FR011 ME BASBIK. 8 5 0__ PIXI.G51E VVYE R]£COINUNIGOOXS VK/FlBFA OPTIC MPPollNA2 IOfAlpl ff SOE V. CUIB IN—FO BE MESERYID. EAST.. IE NATE MFIMVO INE V BpfE(SEE UMEMNXIL RIOflr1 5. �SRIC���M OF COhR OF V�FT ISRSHONI 0 ME 0 INNS.PgIO$Ifi XOIED ql ME PRMIE 5 —�— fl.O.V. s.o SIOR!SEYFA ® OIU.ON ff 9f IH Iqf 8 MI-RNYYNOMNSPECfpL 6r PENOI£rON CM BE RGWEO BY ENAL AiME ME IMES TO WINOINES ME—E�NmRe�Ota<eFO �mmXOR BY iBEPNOW Ai 181-BIB-0150, 6 SIIET 1 I Of 77 J. VOFM MFA TO BE 9.IPoidlUEO MIH VHCH HEAW WIY ONNfE VNYL SNEN FENCE. REf690 ORYnW AYL 35+00 36+00 37+00 1w Vm. 36+00 39+00 ° WTR-479 CIN PRO.ECr IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X rs CAP FILL WITH FLOWABLE FILL AND ABANDON ALL HOPE .I u.E..m xa Jnmm.Br CALL BEFORE YOU DIG! 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",cx'wi{crvz`nl� I HE °z 1-800-334-81t 377 43�_ ° M mere E: � CONNECT TO EXISTING 16'WATER LRIE _ RIE(SEE(NOTE 2) WITH(1)AS'SWINGS AND(1)CAP W PROJECT DASEL I i —Sid -,X,re e a°eee,re, ,III w say w 46= >6re W -As ,-z STA.46+22 F za grc RECONNECT 8'WATERLINE AND �re [0 c rz zszr IINSTALL 8'GATE VALVE / w ca tsl ums n STA.-11 PORT AVIRM rla zc mw RECONNECT WAAND INSTALL HCAIS VALYE PROPOSED SHAFT A G 41 111 o z ss 8 N ,N _ cls ) ;al—mac s � _ E � t� 2 ..sol srlt�so �, XnP scan 5 CaLinwU \ a I_..o / � 6 U v N II122 OL¢m 40 v�o 35— • U o PROPoSEO SHAFT 4 --------- - ----- _ _____ essws r s,w —35 2 wE I uj W O+f U 3 I ~N a N 30 Zg Od� nc so's aW d REM IVE AND REPLACE EXISTING 16'CIP risn um s C3Z f I WAT LINE WTH 16'DRIB C90O PV[ mEro Rs f xlxn,Ecr rs Lcennn rertaausmv I+r FRw rxE ra-ff< rff Earn Z Q 1. VAIWIff 6 Nfl.=4it fRpl THE fl15FWE.4£N�OEiHL ON SHEET RI � t _ x Ju xanc 91ui ff xvauran fna1 tx[fla5[uxc d Z v s. Evmrm xorEn0irtKE�m 9L ¢ un.A m+cw RErm aE crnm aF ffsixls calm wEixc oRna�ilcs.rams,.s xmm ax rxE rAaR d 2 H X. CONM/CtOR N—1 iHAt iff FIRE IlNS 10 allLuxai ME/CINE fldOR r0 fONXECXa1.C 25 Q 8 PXK I.]81-.. � � ff flE CH O x LVL At jamnpBtIXem1—M x 3 $y8 x yY bB �Y B',IS'NO IB'SNItM 4T R5 NOi SMM IX PO IE NE. �x PROALE MEWx x s' s a snE 13 of 77 2 �ERXmI a G` G G 5 GS$ G 5[ H-F fl(f69R ORW9a A11 zD yy�-479 45x00 46r00 47x00 �fm 18x00 49x00 CITY PRaEtt IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X IEM CALL BEFORE YOU DIG! CBS StOflN 2AfX M.E —N vA1FPE 4 NR flFLFASE VAEYE Nla CIWBFX w^ X -UGFUGF (x+l W ME uxB EiECIAc ss NASiBL U 0XE A AfRBCN CaN0i0L PoNi x"""CalieX:m.'.a �8 7 7��x au ��E 1 ds aAs ME —an— Ns vPssINtFB urs xaemxru cams PoMT 1-800-334-8377g- �� PNx cA¢ rtLE I—MB INS ME/FlBEA arnc N NrflanN¢IOrNIBX v sa REMOVE AND REPLACE EXISTING 16"C/P IX5f.GAZE VN.K QAMFIO ME BXXXC I.fEa1FbIXU11FP]Bf) ---- flay. „o sorra sEum WATER LING WITH 16"DR]H C900 PVC Amwrrz urNd rc9E ort mE � �` BORE HOLE/6 STA.54+00 PROJECT BASELINE(SEE NOTE 2) N:17169105.50 � 11A.49+80 E:1333403.30 INSTALL NEW FlRE HYDRANT, i6 as vm'Ix x" a aw w+,ere G Z , C/W TEE,LEAD AND VALVE s ws c<s rl Il-sass' n iiPso.o� �c cw w<,ere s ws a Ia LU s?E x M b W n AFI --- ---- --„re-- _ -- - ------ -- - - -- °_ - -- - --- a ore, �� -- W gad y -- --- .: CALIIION di STA.SI+55s°"" - RECONNECT 6"WATERLW4-- z -na--- '�wa ...(11E ryQ1s'I F AND GATE VALVE —° -- ---- S PORT AVENUE ,r BBP s, �Ia re�BBP s,BBB A.IB w I N H 1-7 rea �S a NIAGARA H „ " re ® o o a� a o 0 o \ m33aa m 40 �III3pW�+ 0 � E F- a U o 35 ___ _____ ______ ----______— __________ ____________ ___________________ __ --- ----35 C s,�reo�o w,sre Bres taoPre�� r a Ld + F W W J 3 to N 30 Z g O d 8 W a LY REMOVE AND REPLACE EXISTING 16"CIP E W d WATER LINE WITH 16"DRIB C900 PVC tl ras Ix QZZ pF F C W Q Z EirW g w w R. 11-EME NE HYBBEXAIE. tM N ME E. F d 2 NNERME IS APFPo%NAIELY 2-ET F6.ME BASEME, BE NSO 0a.GN 51EEfr21.Po. 25 Q J. ALL MS—BE 1E.M FAN ME BAMME. 'T. 4. CURB XEtS t0 BE PRE—. 6 Sid NLrE OFM xAB Brax BFEx fEla-,n.At SEiELIm PO .AB xBRB ax ME PAYEE L Y !x % : 5. eEN.A ivPlfx BFPM ff CQAt Br AfT X Bxara M ME B—.1 �` 5 B. NX1RACfGIt t0 4EflfY nNi ME FlflE M. to MI.-AAE ACME fAlCfl N CGN—M.Wlff PWIENC INSPECTOR,YNES PFNOIEtON CAX ff XW10)BY QUIL Ai pmxyNc<lexavaxn OR BY N'-" TE0WNE AT 181-818-0.150. IS".YO 18'S411Mb SEYEM WT410N1 N—LENEN. a a SIHLT 14Bf 77 fl(f690 NPAX1vC A11 2 G�` G20 WfR-479 SOr00 NSI x00 52x00 53x00 54x00 CITY PI T IB— x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X ® us m xa vlmm.ar CALL BEFORE YOU DIG! HE e REMOVE AND REPLACE EXISTMC 16"CIP 1-800-334-8377 Eip WATER LUTE WITH 16"DRIB COO PVC STA.57+88 RECONNECT 6"WATERLUNE AND ; PROJECT BASELINE(SEE NOTE 1) INSTALL 6"GATE VALVE I� a.w°,�x X ws° osuo•a ",„`�;" wsou I0 z 6 g_ oLu w 4- --7 w Fs a- ---- — STA.57+98aq^ 3 PORT AVFNF INSTALL 16..VALVE LM STA SI+706 INSTALL.LE HYDRANT, o r XCP s C/W IEE,LEADD AND VALVE as\ PLAN MEWZ s s.o G so so so s*o s�o so so soP s�s sO � F= N 'N $ARITp`nr��°��cm 1�1 col �m� 6 N U= — — as smflN sENm 1 40 1112 X m INE NR R—K NIO CNNBFR 55 Illif o —u— — BNEEMYXIWB s—INE g U o CAS INE NASIEBARa NNE 9 1fRIIIfK COXMh miff 04 Ns CJS INE —(551 Ns NASIE B.11E A MXBIMLL c.—PqM O �� PMI.0.11E 1pLYE R]£CONINN:BBOXS NNE/FlBEA CPUC IPPMWlA2IOCVAX Cf 9k } E IXw.CME V w CANENI uXE BNNq IgE EFAff.-BEW N ---- flA.N. so StofN 9YFA � C ® U o -- -------------------------- -------------------------- ----- __ --------- - - ___ ______ ________ ___ _________ 35 3 E1111111 —11 HE(roareoq 2 Eaniuc,e � to W � N 30 U d 3 Wd ix REMOVE AND REPLACE EX/SlAVC 16"COP E >W dQ WATER LUNE WITH 16"DR18 C900 PVC c K C F La ZZ p J Q+ xn1P<M EMBABFLrEE*P W) a W 5 W) 3 z NA E N Ect Is=-AsmoN x n mwE1XE toE-0P-NIs.NE El— r z .l NL MW gull BE Na6'JREO FAN!NE WSEINE w1a � 4. CURB INLETS to BE PmEINED. Y rcix Cx gIEEt zl. € 25 3 s. ENSIINC VNFRNrE OFPiH Nf6 011Y fffi1 FlF1A—n.At m rr1E0 M...AB NO1B]IN INE PROFlLE J B. CONIfl.1C10fl N 1fNfY Ll NE FlPE IVES N BALgNCs NE/,0111£PflNR 10 LO1114E0IXN.CXIEF h W PLUNBIXG INBPECIOV..NN6 Pp01110X CNI BE B.11 O BY Bl°L Al pmNPNxNxas.<am Ofl BY ' R1F1110NE At]BI-BIBdYYI. � 9 I s situ 15 of 77 12f690 DPIHly;Ari z 2O WfR-479 55+00 56+00 57+00 58+00 59+00 CITY PM1NDt IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X 1. I. MN RS E NH'AOpNA1E, ll)PoB]. s'ac wntw uE.n9 nN. Ot RH. XE nAS B Eos ME PaLECr IS IAGMO IPPfloN E,s I-R faoY ON raE-0E-WPB,ME glsaNC 1. NL WflN sNY1 ffN1LA9RB.fiNIN ME fl41NE.xE,SFE x50 aELLL W SHEf Rt. s xc wAna t N111 1. t /G mHe INER m ff PRESEN— R ens m STA.61+09 5. g156N0 VAmw 6EPm HAS ONLY SDI mEIA VEmnm AT m r m POHM AS NOM W ME KOM y I g YN.A- omm OF—of ur.IN—ON ME oaAnrxs. ►'� RECONNECT 6"WATERLINE AND 8. 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CGXI PSR M YFRfY iH9t TE RE D1E5 M 9.IIIGXGS ARE N:IIVf RllpV M14—CHIS' i-800-334-8.777 re / ] Eaa�C g MIdMHG NSPECMR.DMFS PEIDIERCN CXN BE RE CHEG BY GMN_At IPnxMP9cGn®xam GH W ° 11 a T 9 IL 1111 1'.11'-Ai' BIB-0l SG. pz[� / s cPwxz[jzpre .z: .pc � ,zx sz �Y9s 7. 12 YrY ,6 P3 REPLACE e IL - REMOVE AND ITH 16"EXISRNG 16"C/P as Q / WA 1ER LINE WITH 1fi"DR78 C900 PVC BORE ROLL f8 sF STA.74+00 Z or�c�Pnza' E PRDJECT BASELINE(SEE NOTE 2) N 1717120A6 sas i ] STA.70+44 E:1333357.96 CI EN RECONNECT 6"WATERLINE w J Ho, I cxl rx AND INSTALL 6"GATE VALVE o x� _ 5 _ s . 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WATER LIVE WITH 16'DR18 C900 PVC pQ fl�TDIC ON EACH END,CENTERED ON o-1n1xx a 1111111 � Q Q-' C F F we SANITARY EACH W �O Z + cmE a S m a 2 —rex m:mc M Q w` 25 A _ 3 € zz (E) Y1�_ � EMEM PRQR�E VIEWM. gLR A2 Olt .•2070+00 71+00 72,00 73,00 74+00 Cm PIMEtt IL X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X + u �T5.76+96 TALL 16 DATE VALVE r ` v, Z e p ji a 3 �o re u s REMOVE AND REPLACE EXISTING 76' 121 PVRS C WATER LWITH 76'DR78 C900 r� zz.se eY STA.75+59 RECONNECT 6'WATERERS PROJECT BASELINE(SEE NOTE 1) AND INSTALL 6'CATE VALVE } Z say MLIGA I�cna wnz - I W r� Pza.as STA.77+30 1 4 xi e se vm, �wP, / W IX ej/ "X END 1 OF PROJECT C Z a p `i � 5 oq$ 5 6$ E:1333350.68 STA.I5+50 - `�--- �s ss STA. NEW LIRE HYDRANT, --- ,s s nre-3w- ss s/� H e vs srNn.wv tsG uort n C/W TEE,LEAD AND VALVE 8 PORT AVENUE Ft E°-1 wr MHs� / CALL BEFORE YOU DIG! v r.Alligx CLL PLM MEW N�Die ooe�� / RECONNECT 10 EXISTING 16'VALVE(SEC BNEET 16) N 11 INSTALL 16'45'REND(SEC SHEET 16) 01 • W•— • i . . D 7-800-334-8377 s � N m33(L m p eummx BomlwXo 40 (ITU p W�+ v----- 1---------- o .. E U o 3E11111 S-w uut(PPPROX) 35 ' W r � Z LJ W REMOVE AND REPLACE EXISTING 16'[IP SIDES, uE urroXlxnM. W W, f WATER LINE WITH 16'DRIB C900 PVC R. ME 14111E M ME AIMECt IS ILC.11E➢MPIGIXI U I-fi f%b ME ME-0E- MI,ME BELNG („) S —E K MPINNNAIEEY 11 ME fAM BA4 SEE N50 RTIL ON XEET IL L� 3 1. 0 AlNL V SANE EE NMRM—ME 9A4LK. Z g O 1. —M—M BE 1— W EL. OC 5. EgSTXC MIEAINE OEPIH HAS ENLY BIII FlELI WiPID Ai SEI£Chll PpN18,AS XOIED ON ME PflOFlLE E W d YEl.A MICIL OEAM OP R GE IfT IS SNNN ON ME ORMNGS. Q DLA 8. C—A M YtAPY W ME ME IVES M WIWIXGS NE I—E MOR M CONXECINN.WU tl D+ PMN9NG IXSPECMA.YNES PfN—CIN EE PEA .BY E]NIL At pmey0reYmamm OR KY �W Z p f Y iBIDINIIE Ai]81-BIB-0150. Q 15'NIO IB'SNIItNtt SEAEAS A.9NNX IN PPoFlO:NEN. Oa J 2 6 lE(aW — LK SMiY SETTER EYf a. fl SEIfAE —w— -EA UNE Q AR+£TEASE ALW MO CHNEER F3 2 � n -u— - OFR(NWXO FIFYMC (� GK MIFR NN: P GK NN: —MEA TINE A WiIKIE CONIINE PoPR ` • HNVIZOMK CONIINE PoNt J (o) CK GS NXE —(ss)— CK MSRY.SIFA TINE b �� PM.GIE WLK ME CfIYNINGiKKS INE/A-OPOC P NPPONYeAM IOGANI K SNL to E.1EX E VNYE a O.9VIEN TINE B1VIG 1•�GMIfNXC11 AFPNtR i= R a Rye sjm acq NWe Aca ® AwW➢VIENrNIMawEB3tINE a sIITEr 19 of 77 B(f690 ORNSlvC A11 z Nor G r zG WfR-479 75,00 7fi,00 u 77,00~ 78,00 79,00 CITY PIMEtt IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X :lam (7 z Morro P.,k > > Fr LU w s= � sos �,A•`•' / Q arena. C slwi R7 mm z a w gad I SLOT lLET DETAL ....,- rox, - osra rn, _ nE c�+,oa�x�mr, a1� Mo xF «a o—FIraE fi o o' Mir err MM=M .IA rare x mai Is U—=MME .IA ee ao;au"xo Fo"nn1141i, ".elms°ENelw'�s srF' malnws fOffLv9R u E WGIYxA F¢ v rare z aua..Ec roo„a r<as rre,o oxa sure nurs o„.x omslmx,lm. P M m«ME FlFax rtrsC TT ,n z x,re wm,n loom's rtllxR 51p'roffgRx sRvwu s n,x IFi.91¢ gC,IKK rH .. U vCBal t{n a sre � L z SLT FENCE DETALS 9 II133 a a m �III3 p L�+ creusrveo s*ory p c n+�a�,nX°�slm'm�wxmmv��xm':m�FI%W...amrs mff _=� _ az arlIeee��nxxw r�cne rzra m..mwa.w.w rnmmn�msc urlmcr.rznu slewm.r an mu •• w°.,� .,�,�,ego rartc tAwFlxroilmmlex(um,,Ila,m) ,swm nm xnrtaasaNx na .um e[Ylur U a Al" mo _ 0 m.rre r:areic � roanrsrs a�(.�m�i. owl./I rlre,NBCI m III 1n asix waI W 3 PROFLE STARER ION m x x xn vlo"n`w leW"B°` ow "sa .s•.in x�r snnur �P.ouunre,la nmror� irk"c" rrc6crtonca�ms"� rsImIIMOIro to LO 1. rro Y moAnr—w- ro , ,�. a P ma ,.,nFm„,r rs�„ omrm.�.,�,rsm Ems„ z g i>rn rrosnrr� d Wa O:—j roar .u.,n mrsr:Ilam In ros m<lure,lmmm.ra sre a ro eo nxar �"`°°`°°'o.00,r.ro.a,.,o <LLJ 0_ Z� aIHMM..,u � r.m r�nmrm..roM. AFMO.,.amorooro��x4"�R�a��aax air R slre--mnu.M— ou a nrrs=� -1-=„W�E re are anr,<,�nrerv��ax a sffer 20.f 77 F(f690 OFNsl�Atl. WTR-479 CITY rrroEcr IL a�ao 5n,o,asrv, ma mawso,,rn,.,men m,a.=re„ x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 uF m xo.v�mm.ar "eia vw�M I�"n m" Vw�unL f an swNmrlo iN ttl® >rtt twit EnvS _ trsar� . f��y W M-P'xeN2wnn� Y1A. IN IAut ux PNOPERIY INE` C5 N=NN" ma""� ISI m.0 2 s svn ur w =a NOTE. �ie as s n"rax"°'simn�.xw"" L—_J s swaur ana"nrs a nne a n["xn[ �^v • xxrxnwN®".taut,srm,x".r. �W Z.N PAVEMENT REPAIR DETAIL �a�aeaa s U *NOTES, � m22aa m o E COMBINATION AIR RELEASE & AIR/VACUUM VALVE DETAIL (42 U�o xsmu°�cl�exis °am�r°"wN�. L� U o m.,nwsirvr`".i wr N'. FUSIBLE PVC TOPVCCONNECTION DETAIL ra os E Ld s a WW U La jL W E >WIx 3 / �.W W BUS ROAMAY PAD Pao o�m " s .r: SECTION a s�n2L or 77 F(f6��9��0��ORpNIly±Atl. c nIR-479 CITY%MELT IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 u.c..aa xx.u�enm.or WATERO/STR/BOT/ONSYSTERfOENERAL NOTES SEPARAT/ONOFWATERANV JVASTEiVATER LINES ONPAVEIPARFAS PAVEOAREAS = ,. c,N A—LArrcc W 1 1"11 cacvus , e 'SFNANRGMS_EMSRAMARDSE'"�o MSARE EMs of TION= F—F aR �Ia Eso„ACE.o"cEA1A„o o "c,E c„v A,ER cE,A,rs. n�r> a` _ . `s OF LIE sys,E Wlcr RE LIPo”coMPCE„oN of,E oRc Ec,Ano III, r° u ARF E 1 R E WAs EWA ER r FF F”Al AN RE1 RENS"s As LI.A ELI � a SI 11 T E . ,, , IT 11 A mazes , , EFLIWATINI—I INFAF— �. 4, THE �R"s ALL MAERAr LABOR A"o Eo�PME"REc�REo o WATILL E 11NE AT LIPFIED LAAR LI EPEE r E o�s .Ross"..cE E.,7,"c'A.....11IINT1 11 DIT"'D"T EEcw�"Es. 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A""o,+IErrc,I,Al IE111R1 As A s"crE rccAT,1"RE-11N, ,VE 11E ar,.a.,o,",s aA IF IIIEie or rovcc A,Au POI",s BACKF/LL FOR iYATERL/NE ��IIS U o I' scar `(mivcncrc navcu_ ,vf 'O c "I'Ll WA E ADIVISION u oa Al mo 4NANNASE of CANTRALF PRICE. WAsa mvmWac om SE NOTIOP PASOLL,o "A...A"ccs Ill All marcs eE,wcErr EF„mcs Arra wrvcs Al—LINTS=—11 eE ou„ GENERAL NOTES FOR 6ACKF/LL U o” 13. TA(J r" 7BBlL1 SBBILl DID'El"E"IEANIIllenvoi c u .All 1E ILACED"ES"All IFTFIN" rnr�nw a p:Rr C OF SVNVEL EnnNCS ARE i/,lUZE0.C,MLESS O,rIERWISE SPEC/E/ED By,IfE WATER UAIP�T"I All ILL' All D" a , v n I v x , , kE,AINER GUNos oVCFrERE ILAIL ll a<rtre,At molueca s:ereuswlve or Ivn,ure<t, EM `nore'ors o IC. Aret. EVIlIAR,_lAID m�,—1,ac,,1c � �p PaRovco Eoaar.vrrvss NTLI eE REuwEo orz rnrco As SA ours. A s 3E LSLE IF— rouomxc. 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WAR-479 � an ma�cr isaa DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 s�oEw,rK Ereol =1 loll,—1 1 r1o,XIIIII-1 11-11o .11 lo, cn� Z Pl- 0 z w -.ffig 10 ? )-1R.-1f)-PAZ4A'rASSeMffL rREMIL/TYPE I/ tq 41:5 VAL VEROWAETAIZ VAL VEOOA'PETAIL 91PAMEMEWT &A'ArVRAL-GROMMO I—E 119 F—M --1.111 cj E,—E 15gas w a. aE� >c w ac x w a. 2E Li lul IXI J L L/P OffrAlL a77 j-1RE)VVffRAAfrA"--AfffZ YAFTA1Z,-rVPEZ) A1REMYVR4AIr4SSEMffZ YM-MIL WM-479 an ma�cr leas I—E 111 11 I—E DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 Prc CASING SPACERS 11D 51111 01 y... ...... P" D I -D,11D 11 111111 'P, rN PIPE A VSZIL.4 TIOA V RETAIL PVA T-ML IWEAA.✓IVS MEAITRErAIL Ho,ro I—E 11 W %11D 11 111 ID 1.11 PI f F—ES-3-XD ... ..... ..... .. ..... 1E "51DHE BEII O�11—111— w uvea MA..oreIEIIEI�1 "Vroa= 'o—1111—1 11E Ere PAPE z 11D 1E11 1-17 1EE1 I w A- -111 �d 1AMILA MR SPACIM0,MTAIL I—E zz IE—E WTH IPPIO-ATI 11E �or 01 P— .2 i. —1 1E TV.-ICAL CATIVOGAFTAIL 1.1E (d:5 —11 —11 17 lo-1 ee h12m =071HD7 Eoreres.,72'El—1 —7111 1—H, ti 11 A. TM/CAL VAZV-F1,VSTAZL4710,V THREE TO SIA'WA rER CONNECT/ONS .4rhV7ZAFSEC71OA(S I—E I—E w 'Ell 17o PSI I M!"11E w SPP�P 2"—E ,C.) �=0.'s 1.5 - wn BE IIIED 10141171117�&I'll �zz P 77� w - 1111E III ly'HE Illy 11E1 I E C111 III E ;921, z IZZ P, —E—1 3E F-1—D` E ME—5 1 3E Dl—ly 5 7H Of W :rein EPEE a row, l w "�L ME I 1717�"I IF-] ,F......... P...... T �.IV M "o, -All 111.17111111 1=1 III E1=1 „re w„Ere PE��IE%OP—,D'I'EA.�A—�� Nam rE =`E o " 'U” "" ) o, a sxm�or JZ AW-FAIL-A A—Y-11-11- PETAIL-9- AET41L-C- 7MSTR1SER.4SSMfffLrCOYVNECr1VN 7MSr)F1SERASSEMffL Y TESTAISE)FASSENOL r -4713 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 anu cm71 11E 111E znrew _E "IIEI 111EI rzou rain so ucrce> ---IN—IE .......... ssioronzc BRASS W-ZIETAIL AWRAZRLOCATIOW w �A 1z" Z PA FE-SET SEA F VICE L ME AMA MEA F,VE TAIL 5 SERVICE WrIfsIOEWALK TYPICAL C11L-ffhrJWCS1RV10E A- 1E SERVICELIM.-MA TERM S 1—Ill I All 314 Rta A-0—1-1—1�1—1 �I'AIP' _2 1111 11E1 1A111 11 1� P IEI Ill 11 11�111ENE,1`1111 �o 1EIE) 2 (d:5 2 —1 0� I-41 Ereow reozzaMa, 1—11 we —1 1 —111—1D oreEEE 4svc rev wAsca,wan ... 1111 314 —11—1D ...... 12 11 TYPICAL CONNECTION AIL 1. 11 111—11—1 1 A,11 1. �6 z PAII ac n4 11—— vn�rucni r z- "Ill 1111 3 x w Z4 uE z I--as—1 111 a.=1 it Of 'N PPE) ,rO,PA O.N,� 011, z ,rereo 2 1111 111y11H11 SER91=1 M51rffS&fflEffAL Ar rM9 TO COR9 as Fs 101111111"1""11— 'IT 111111E 1111 11 1 m- Dn5 11CI .E",_11 BE PIACT I EEHIND 77 11111TI""M, �,_EA I 1101111D) OLLAROZIELAIL woo D� AMw. jos*o sus WTR-479 AVECTIONZIETAIL —11 AE 1A— TYPICAL CON111E DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X � us m xo.v�mm.ar s ¢xe inoc"rt c vx¢ - :„m„n.ur nm vxr<.x r m„n awls smms a aP wme.c � i�I�a< Ply cmW e„„s RECONNECTION TO IXISTING 8" (STA. 1+22. 18+46. 27+59. 33+68. 46+221 I � (iYtW eq>;r ie•a.m gsms a OP wiwex „s 2 a„o„is I am mie me„x C mune aw„s tC mie me W 45 w 7Z e mvs ra„ure W ga� LU e.”aann wpc n cre ie'mie rc gsnxc e'[P urt„uE �" a RECONNECTION TOeIXISTING 8" RECONNECTION TO EXISTING fi" m e (STA. 1+71. 27+14, 29+11, 29+86, 45+081 (STA 57+88. 62+09) RECONNECTION TO EXISTING 6" � 2 (STA 15+55) e mms meuxc gsms e a wiw.e a a.m ie wie .Z w6 vxa s wx vxr< (4 2 ¢m SII O W w mxsnw aww lane rtE len„s o RECONNECTION TO EXISTING 16" E165f1iG 6. E \ \ (STA.2+451 (STA 15+45.62+22,63+73,70+44,73+57,75+59) 0 RECONNECTION AT PORT AND B&OWIN " eV r` ui u (STA 77+301 10A1BP " Ww r lee i¢ Z .r.ne r•,c U W zg RECONNECTION TO IXISTING 6" RECONNECTION TOeMaw 2" >w z (STA 8+41. 10+81, 14+00, 23+46, 26+90. 32+90) (STA 65+51. 73+431 W v „ aJ Z .aeP< � „me.x2 a U .m r onx1FPaa`�o" :wx vx. 3 U gsnee.e cam mss ix m„n mw. '" RECONNECTION AT PORT AND HORNE (STA.0+851 RECONNECTION TO EXISTING 12" (STA 10+011 WTR-479 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X u.c..m xo.anenes.ar // 'I3"Yea 1� 1 0 z Fr w QFC Z ash 0 �e z LM w g;a N z 2 � s U N `v CL 35 m nnr.m r,icr. � �'�slll)p W w xa etu a o wvnns�sm..r macs. } E ti a U $ 0 3 R 35 3 @ 35 3 n� 30 3 30 r e.i¢s a„o owszl ao w N r ss mio _ s ixasna mnxc � J 25 no 25 25 25 i 5 aa�. na.a a� o 2 — — 20 2 nmuse:.ism c.,c z0 F w Oz a� r 5 1 15 15 Q mo 1+00 0+00 1+00 3 6" LATERAL A STA 5+33 6' LATERAL® STA 14+15 a sin 27 or 1Z RCWAO ORNIIY:Ari � WfR-479 ocm rnarcr iaaxn DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 -\TT14 11-x 2 I'm .1 AND-11 11 N N' _E AT IIA�,'m -1-T 11-N 1�-1E .,N, 1111 111- 11-MIN/41.1 4 1-11IN 1-1�N 11 -1 1 1 'A'ATE ... 11 1ED-I All 1-11 IN I'1E e P,III�1 1/2- T-1 LU w II"`-M- 1.01- LONGITUDINAL OR TRANSVERSE TYPICAL 6"CURB DETAIL SAWED LONGITUDINAL JOINT CONSTRUCTION JOINT N.1 1-1 3ie v. 11A11 I 111AN1 1-1- 11-1 —Eos °w N- avru I 1A" ............I IT A I`E. -IN11"11-11 -111NI A IN11"11 11 1 N-1 1- INIT.1 4-11.II- �ANIIEI 1,E11 IE 1-MIE1. C01-1 P-INI N N NO-E-11 IHI I-N-DI T E -1HIIIN111�1 E-TIN.-1EN1-E- CONCRETE TO ASPHALT TRANSVERSE SAWED PAVEMENT SECTION TIE-IN DETAIL CONTRACTION JOINT EXPANSION JOINT 5 ryo=,o secs JOINT SEALANT COMPOUND .1 wmR NIT 11 111E La > .cw 1',;HE 11-IN.1 I.N11 1-1�E I IH-N E11,E-NIE ix w La ' I 'HE JIN11 1-�E 1-NID N-.-I ,)Z W11 MNNNjH_�,1rN1 z E I ft [NOIeryes,IONG BTION I IT, 11B !T�IN,�NI,JO " DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 0 1 11— On 1 4-1 1 1 111 1e0 1 2-1 Lu TYPICAL 6"CURB&GUTTER DETAIL 4"CURB&GUTTER DETAIL S"REVERSE A CURB&.1E GUTTER DETAIL TYPE'A'HEADERI—E CURB DETAIL a w 1L.T .1 E °os ore 1A 1 aErva,x % 1 4 E.ELD 111-1—1EILF, A, 11.1 14 L L LELFOL rFfLLE�_ F contplceMeMr T I r Lo 4 1 ED-0 ID 11 11 11L B IL-1 —D By`2` Fl PLAN SECTION A—A CAP SEAL DETAIL CAP SEAL DETAIL N EW CONC.TO NEW GONG. NEW CONC.TO EXIST.CONC. S'VALLEY GUTTER DETAIL ,4 1.1L1 01E�F—LEY L11E ME"_E ALLN'W F'E'B'HEADER CURB DETAIL 1A1—L1,IHI WL11LIDE1—y 1—TE1� corvcRe,ervG,°root 5—L OIL'11 IIED-H P11-—1—FILM D11LL Al 1 E-1111 L-L 1-11 L111 A C-5 3,L00 P I I IL L-1 1� IL,I D-ELI 1 LLE LT E L, ENos1A111L 2, E /I 1EEP S—L 11 E —cDLcL, DllD 111- 1— 3 B ,P111 I ILI ML, E1111.1 -L EL-1- 4EM E Ll D�1 IL—ID L.4 L—L LLL�LIp��F,�EMEIT I—L DLE�L*, .—D E A 4 I Im 4, 21_11 LG,� —DID D LLD`LoLMI' E' LL"ii TIT`UL�S SELV=DEI1—T-1 11FE1 (D�LL#4%MLS L`L' IT DEI .I �IHI PI-11 5PEIFI—LI 11 1EITLL(S) I—ED P—El Ld D�IApl ol'EZ15 P�E�"Fl�E D_ "'A"D 111.—E NNS LM 'I`L�LML LIM.�Eol'L�LZFLE BL11.L'D o PLAN 41%=' 1 1—111 IEIL 41 Ily ITAL—D ALD I CURB AND GUTTER TIE-IN DETAIL SIDEWALK RETAINING CURB DETAIL PLAN FOR SIDEWALK SIDEWALK DRAIN `4�M.- 1—1111�PD"ELO 1141 —1-y�1101.1 ILI 1 11 11 1 PM I— S11-1 S, IIIE-1 I—E —ol, 1/4-E—LI-1—111 11FE1 1, PIA—POF Ll`�71 1,y1% �1�ELPE`El, 1"TP151L-FP E� z 11 F11111111 L#4 )LL11L �; -LIL 1-1ILLS D111 A,__ED_pLy E'A, IEI III .L') 1,�5L��FALTEAKHITEI 11 MAI .PE va� 1/4 % 8 „,1G Op IMrvMreM ss '"I I—L LLLD —oP 1rv�- 01�,11 21 "1 11 11DL1 P—L, 7 M111°F P.EMEIT1111E. 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NEW TO EXISTING SURFACE SIDEWALK SLOPE BEHIND CURB SIDEWALK TIE-IN DETAIL SECTION B-B DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 SUMMARY OF CONCRETE DRIVEWAYS CONCRETEPAVEMENT ASPNALTPAVEMENT /4%TNS"CURB W/TN6"CdGORrvtiwnv ORNEwnv WICiN'W'CINENSION'C' DIMENSION'S' CINENSION'B'DIMENSION'A' STAII (GONG ) (CONCRETE) (PR(IR.))(S(SY) 2 lit x.Dx)aEre X xE e .R" C (whl� Duz[w/9 Y�e �Imwnv m is mss zxa.ry�s Z Muo LU W W ` cocreeJ (7 6$ (.EEOI Ewxx A, '' c�iDry c�iory `` .ou,Mre onuz � aEq" (sc�orvvaun�re i r Dnu,)uc (w/x1M (w/z)vo All E,4RE - v Ere tPnY as �r,Ea� ws CVe N oa mrvcaErE aw.e cuae = vl PLAN U VAFIVELYAV"4 T/EOS/OEMALK m22 CL m 0.,0 E (42 o W w COA/CRETEPAVEMENT� ASPNALTPAVEMENT {Y/TN S'CURB "CSO E N Parvo xEo�E(w/n> Go U 0 iE oarvExnr xn is,Ess rxuu is � <wxErsEvsxowry ory owvnrvus] a 8G Yrz acre CRNfWAv N 0 Yp `o�HCSE. _ gc[ R ap ov[rery,irvE _ io[rvn,u r <o M o Z FF �vre saEnu carewus,wrts iE wrxoreizED er zxE ErvoirvEEre. W 211 a a �o a o� ,z DDEED n. tea.,0oE n,.. E a s YT" cx �:DE Frere w o a� < Ere D,.Ere orv, ory D „Ere E:a, °R'P AP AT IT . o-'iasl`o ; U oEI� L14 re11.11�wE a EE OESEre re TTEII 4E.L. E ,1E D�_,a�rvrvE�E Dreg wAY,D ore cox PLAN x wree a SRfEl,3Q of ]] VAUVEMAYJY/TNOETACNEO SIP-1WALK SPECIAL NOTE' flEf6�19�,0��ORpM3�IIA11 rva*za I—E THE EXACT TYPE OF DRIVEWAY TO BE DETERMINED BY nIR—T�� CIIY%HELI IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 lit �1 4�,T—,�,�, 1""I E 'S 11 IEI El .. .. .... ... ,ory 1E11 2 I"I A-1 1-1 IEM. 1EM— LLL L�l 0 L114 llo 1.11T I I EI�LL I Ell'11—11 14 #4 L, 7",E� 4 �Z, v,o°orvc Er Lu —D SECTION Z� E IAIE PRIVEWA r WTJV 7M.9 SIPEWAL A' MP ARIVEWArAFEAREWCM)FRAPETAIL I "loll IPE_—,�L.0,�E 1��' E �`IL14`E E—�1 L S C —SECF1,��l M" 1E'I D' F" D—L (F11L11DD= D11E) ——— #,l D-ELI o, (L FF.E 1— D-1— (42 a E111101 11111 Xm—, r4 D- urvc rug".... 14.11 �,l SECTION CONC.DRIVEWAY TO APAFIVEWA r AWN' APA&7ACIMP SIDEWALK Aspmw rRA v.-AfEN7,rlr-lv APA&7AIL I—E 1-1 ui m 9 L'i 93 z ui W LEE,�EF�,,-H -LY �iso"P LL, -ILI z lZ 11 D—L 1- 93 14 PLAN SECTION SffETJI of 77 Q- WR-479 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 us.m xo.mmm.ar � STANDARD DRIVEWAY DIMENSION -- aaim o �sao�a�N (r r_) I I a/.�E.��soN�o�Ms o�> s nom, _ D-111E a '1a a s �0 30 ary urvE c 10 1–1 mpIME-11 ja - msre aa�,u 1-1— oIr TYPE/C/OR/YE{Y.OY � I'll–/ �IEh�aa, TYPE/S/OR/YE{Y.7Y'V° ta`k I I cef Z -IE nE1E Nsa,arn R� oNaauy � w IEGEND I (DRIVE TYPE) Z � w ga$ uo,11=1AIE ao1,o n Rp_ o11— a rvn r� m� uu�uEwAv ,. wa. D-z – rairoaEa E EN N , V �I _ II132�¢m .of cures IM/=> ��II{p L o I 1 iia I:P,NsoH,o�rns urea TYPES/TiAR/&/TIAs/BR/UE{U.J1 c aor,o srKE � E U 0 �t cwzl }N1ExPnxs�oH 8 m=� aoP � _ Mize W W C Up aa, aaaa 1Ew<� Qz5 aE�aaa w aIx Ix a� IES o-�an SEI r MSE nilE—NI. Z TYPES/AfRA/B/AIIC,4/OR/VEiY.7Y TYPES/iL/RB/B/AlFeB/OR1VEJyA y� U 0 3 a s a Sffn,32 of 77 flEf6�9p �0�ORNIl�Atl. W I R-479 CIIY%HELI IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 W.m=F, -x 04 e!,� •c,.•.L L +ppE1tEL 61LES,.f 3Kp1381 / \ Er wLLIF �m ttPE r TYPE a rrPE� TYPE 1a PERPENDICULAR CURB RAMP DIAGONAL C MBINA11ON CURB.RAMP DIAGONAL CURB RAMP CURB RAMP MID—BLOCK PLACEMENT (5'IpEWALK ADIAC,fM TO CURB) P£RPCNOICULAR TO THE TANGENT OF ME CURB (RETURNED CURB PERPENDICULAR RAMPS � RADIUS AND CONTAINED IN CROSSWALK u U C e 5, 11 ,_ — III PE z v PARALLEL CURB RAMP WITH ttPc a mPE a TYRE r r _ _ z � SIDEWALK ADJACENT TO CURB ¢ GOMBINA7ION CURB RAMP DIRECTIONAL RAMP RADIUS CURB RAMPS AT MEDIAN ISLAND � (USE ONLY WHERE WATER WILL NOT POND IN THE LANDING) (SIDEWALK ADJACENT TO CURU) — (n w U) d� —Q rrorrs o �Z .-Z TO DI suixecr TYPE 3 ttPf 6 IPE 9 TYPE 12 0 PARALLEL CURB RAMP DIRECTIONAL RAMP WITHIN RADIUS Olt SEJPARALLEL CURB RAMP FL.USH CURB RAMP AT MFDIAN ISLAND OPENING srm 33 of 77 (SIDEWALK SET BACK FROM CURB) r cTRW 479 PRWEM- , DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 SUBGRADE PREPARATION: Ir I ',VOLD) Ems n0.53tnn.eR. I, SUNWOEMORI DNC E E II—ALKS ANO CURB K LUF - SHALL 1E nt s�E4F E}�X'EI PROCTOR DENSITY .TE Ttn sss STANnARn _ te. �y M✓aam erT� (¢(YDBILES,. SIDEWALK NOTES, C .... b k I HEO S VSE L0138] 1 VICMINIMUM SIOEIIAWIDTH AM-1TH FOR ALL L CDL 6 COLLECTOR STREETS lS.WHERE A 5 SIO£WALN DAR NOt BE PRpwO D OU V xq MINIMUM 4 SIOEWaLKEMAY BEEPRO E0.5 5 Pn55/NG e. I r1111 TTE .1 11 C-1111"LED °(rn/ AREAS Hatt E0 PR0w0[D a) R - N 5 W T A Y ON Ih rRS o- E" EEO FOR ALL SIOEwALKs Lf56 THa 11" 5®I1 NOt JR\ 2 MU ALLOwABtf CN 1.—ON SIOEWAIKON ENt H J� nA�/eaa RF CE ISpry✓UlNI6] U MILK UD N O Hf TREET SXM SLOPE W _IE W ASPHALT IMPREGNnTEO fXP N5/ON9 BCrWG,UNLESS IBEk _ Z . OTHFRWSF NOTFOIF . NY eF (} 6$ ALL-CRE TO BE CLASS"A c' 3000 PSI ALL nCC C§68 'Z T TIA REINFORCING STEEL tD TIL L'luUf R,"=-,.D PSL X W ga$ mt rAM. 5 SHALL B£AT LEAST 4"MILK CONCRETE II CUR B -.ASfum All-I 6 f SURFACE TO RELEvE BROOM—III ITAIN O E CTI PRIOR Onx SVf E TO CTNOu[OSOSWI`es WIDE RY l/Z" AT.ri-0' 11.FINA /RG nau✓ "'DA(+X/hrUM) CON Rv THE LIN E � 9 _V) TYPE 13 !1 cON D i v E CL B E ROUtEO BAR A_ CODERL LER 468. O V a AT INTERSECTION W FREE RIGHT TURN & ISLAND Ir r h- I. CONTROLLED nmvEwAY Q COMBINATION ISLAND RAMPS DLECIAI1IFC11IC 5Oi1IIE NOTES' ° V) W c _ F_ a ..PS WHEREVER AN ACCESSIBLE ROME T SUR C JNA C :'CO DOMES U Q _ C (FI ltnTES)A CURB. CD -;tC IHC 4' 2 SLO �Z SU E C.' OOIN NG O r>n [as rr ci0 AOA E 11-11 E �a/BT x C ) 11,/Ex/O z4'PER Ft Z CO EO �iil�U LIDDINGE ( L OInEC ONS) ISIT/2x/IT"PER FT � � I A1111 11—TED IN',- I IF DI1LC111 01 ` F st0EET. _ P¢'` qN LY/RAVEL i:IO/SR/0.60"PER FTI O A.Oft UM 6 N E T:60/1x/I, PER FT fµry 0 OF.' L TZO/Sx/0.60"PER FT 'B o x A(55/:50^IN OIRCLRON OF!RAVEL I✓fi C _ w(n nwe MICHT —� y 20..rw(m) l5/t00 a rv, F t S tR 'ON TO ME STREET C] 5 -LC 11IF 11,TIfIC d p TWE 14C LANLO OF '. slCn Z oo 5 URED DF M£GSFACE OF CU PERPENDICULAR Cl/RR RAMPS (RI nIRFCTIONAL) :rn :F suarnc£s To BE cu .G A,ome...E o:FE as in (SIDEWALK SET BACK FROM CURB) aoLLLI E _ MxLr m U R C.. I! III e EG I4 IANOrN('s11LA ✓M wml A MAXIMUM m Ex Aco.t nhi 1,11,710, w i CCROBSsNnP="E' wALK�I —1 g„CXI.LI/DINOGNT5A/OINEEDFUwR1TEHSIN. wo3 wo O U WA AF Z U m cwe xnoxrs S SHEET 34 0! RCCORo ORAInNO N. WTR-479 HEADER CURBS AT CURB RAMP - PRmEc, DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 TES U 9 nu THE—r T mff _ POSsrBCE SY OYE/Ha MEA —ES GROUND HUXfS CONTROLLER ♦� CAFF o oMER rrENs sD as Nnl To oesrRun f, g1LE5,f S5 G D SPACC DPNH- .. f s. ML 1-1 —L ... 101381 r,noc-.oacno.. TJPLs sow. erons soilowN r&T,nleRc IN Mc 4`�"�n � PROTECTED ZONE PIANS/o• s V n 5. 5 NG EANREY Ma i l S NAY RE IN/N v1aLE UNLESS •,� 12' aN .. C ARE Ir l saa sn aEsern HE Lu s_g ci ..nIII III IA,,ALI oco.r ors.,-s� Z ?¢I LNIR B W ,O ,O C£SSBLLYIY. g�v SE CK SOMALN n ruuR O noNS IA—11 uusr Cc 1 11—1 B ltaND l R IONSI 111 F TO ME—11 1 A—AREA OR I 9 /Ni0 INTERSECnNG/'EOESTR,aN nOUTES. � '�� I� SIOEWAIK IKTAIL<ARE SHJWN CLSEWHERt rN THE PIANS PROTECTED ZONE Ln 1 O = z w p U rL U E o c- a z a AERaD[orrsEr��/ CLEAR GROUND SPACE CENTERED — n AT PEDESTRIAN PUSH BUTTON __ — wN c�e��� -mxc "OXLru mROP ro.,>o�e.R.Xa/„K.orn«.G. AmnuwL,R.Aaanr. o �z � SV iN DETFCTION BARRIER FOR N /: ;:•` VLRTICAI C1.EARANC'L <80" — a Ln PLAN VIEW o PLACEMENT OF STREET FIXTURFS sr�Lr 35 or 77 (ITEMS NOT INTENDED FOR PUBLIC USE. W�ZE-vpEWALK arnrN/FFn4ai nlr CLL4RCf nOVUnNRCCPACE _ WTR-479 w — PRN �1903flA DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 DL rECTABLE WARNINGS Lu E LIM PARALLEL CURB RAMP TYPICAL P-ACEMLNI OF DETECTABI E WARNING SURFACE ON IANDING AT STREET EDGE PERPENDICULAR CUPP RAM' V) TYPICAL PLAC-M!NT C)F )F--:;'" WARNING SURFACE ON ',R,C)P ING RAMP RUN NO V) OC V) CL z ;:5 T CYk —C—SES D AT 7.1L —TA—mw rAa or 0.- -8:7 SECTION A A 'N TYPICAL SECTION THROUGH CURB RAMP j- DIRECTIONA- CURB RAMPLb TYPICAL PLACEMENT OF DLIECIABLE WARNING SURFACE ON SLOPING RAMP RUN AT A RADIUS m— seen 36 rr 77 ——— RECORD ��CIION B—B WTR-479 _. P-ECI—L-M- DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x "r;}�' uc..m xa anmas.ar a�¥g FE al d Z AFI k w � PHASE 8A.SLM FIT .......�-:.,�:., pc� PHASE SA SB CROSSTOWN EXPRESSWAY t -'--' PROJECT BASELINE RASE 5 L� oP Acr a _ PORT AWME M r PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 9 III}} a m L o PHASE 9 E U PHASE SA,88 � 4;V ter. r, LLA 3 c LLA ` a wa.5 aaf q a.Z Q- s • THE PHASE NUMBERING ON THIS SHEET IS FOR REFERENCE o Z® ONLY•AND DOES NOT INDICATE THE ACTUAL SEQUENCE OF WORK. IT a srEer37 of 77 OVERALL LOCATION NAP IS UP TO THE CONTRACTOR AT WHICH ORDER THE PHASES ARE flE6900FM�tl COMPLETED. CONSTRUCTION SEQUENCE SHALL BE SUBMITTED BY THE yyM_479 CONTRACTOR. g Cm wroEcr-L— s P.o.�,a,00.o5n,oaso, Pa.,..H.wo,� w�a�m,Po.,,.o,•�.,oPu.:3n,�eoo ow,,,Gam,•,maa.,e , s�,. zo„ x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X LLE.J5 H0.11)6a69.a/ LEGEND rmEe�a6�xa�ln�w IN- 0 TABLE A P a� w • _ - flaPas:x rusmc P umw Baum/axnac } Prxa a7xc6eeE x6Rers sm a uaxlrn EMWER GENERALNOTESz QED agm �, =a�xI�m= P�mx=�nav 0 �e PowPasn rax(x)flulcanizm w�EwaT 0. rcaxfi eome Pxreosm rtxsnna PaaP W gel rox mr¢nxart I[xcrxs u¢mo nx¢m,nww I[xcrx tts NixOV�� OPoIY6IN maxi a Pfl�09:01� pmw. 2.MECO MR lyy xLVF1t sax5 OxPoxE § fuslxc erx6v Baum ME CaW RDUCTORIZED DRUMS AT FLASHING ARROW BOARD/ PORTABLE '-'„r= x CHANGEABLE MESSAGE SIGN LOCATION' �a° a 0 MECII"5 ME COIWMRS,� ro I:%srunrs Donna were(sieul�mnroi[�uxn Oc,mExsmuco0x�0 8. U cOxPUT,ron mAr Pies, rs xxux or 2 S xscas man m uPoaxcxTAnax TABLE BS—W SEE M OF Ar a rvsxxc sem vxxs m same,AT L inrwnaxs swrx. �IIIS p W w T. 30 Pte. 150' 165` 160` 30' 60'-75' 0120' ]5 L•B0 205'225'245' 35' 70'-60' 160' E 4a265'295.320' 40' 60'-100' 240' 3 PORT AVENUE 45 450'495.540' 45' 60'-110' 320' IXSIING IXSRNG IXISRNG 50 500'550'600' 50' 100'-125' 400' O� �O 55 L.WS 550'605'660' 55' 110'-140' 500' �i PARKING IXISRNG NptIHBWND LANES TURN LANE IXISIING SWIHBOUND LANES ppING i 60 600'660'720' 60' 120'-150' •600' LANE LANE 65 650'715' 760' 65' 130'-165' 700' 70 700'770'640' 70' 140'-175' .600• � 1 1 T �N % PROPOSED CONSTRUCTION AREA �� N EXISTING EXISTING u SIDEWALK SIDEWALK W U r y Zo TABLE C EXISTING VERTICAL REFLECiORIZED DRUMS EXISTING 5 Qa �; nem CURB PANEL/OT-D CURB rs g PROPOSED TEMPORARY SOUTHBOUND LANE Z ,ga, m s a=1 2s ss K b IRO' Q w ux' TYPICAL ROAD SECTION (FACING SOUTH) ; xfi RZR 50 1Po' 6 y. 55 185' F B] 115' 65 185 ro ses 3 SINET,�of RCWAO BRNIIY:Ari � WTR-479 env Pxarer 1xo3v, �P,o� �.oao,5neo,as� �xo, „�x�a mnP�a o.a,rt� ��nPSA.oaeoo«aE.o,�,�.m6,.,moe� w�m=m =o„ x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x n uE..na IS.anmas.ar �j RE CIR rn my aAT I DEfl£CmNIID DRUM AT (CROXDMn xaM 6a1X0.n�sMul END IN' ¥ Z �� WORK ZONE 1 21 21 A - 1I;- o- PE IR IkADEUE ANfD W RI DE SREE SXNL J YE IN PLAN.NIC OPmNiE AI NF](PRINT (CA9-3n MiNIN1DME ENO N PNASE I mXSD1UCNON K(b'Xb') ••• ••••• PORT AVENUE I • • M M z IRV(xl IM0'(x) Iso'(x) 16D'(x) � 1 W aax �~ 1 Z Qs& a`r r8 ' a,•` r' N 8 ' g �g s 3 O W Z _ raUN(x)N—-.DRUMS I~ W P`$ ^ TWE IU 6NiflN"rc m>-" FOUR(V)RDIECmNIID NXIYS (C111 AI µm Lryg_Dn u�m 49) (,6'X16') P9VOSF➢PFFIFtraRlh➢ORUYS o Sn AT MAX.SPANNG N Ia at 1 1 NN AT PFFIKiORIh isDRUMS at U AT MAX—MAuvANrw N ID•na OxsrxE ax ExENr onEN "`� �III�p a —RXRI-DRUM Ar PRNUNm Fl 141 NmOV _ �k y, MIs I.ac 0,INSTALL raft Baum m RE IN SENNN:raft (Gw SXP) PROPO.M TRAFM CONTROL-PHASE 1 S W NOflM-ND MNFlaI DURAIIrn W LNIE aDSURE NNE (RV'XIB) ♦1 PrEs o. sn E (CMI-U S' a (RK wn ? WORK�ZONE 1 uy/ Mr6£(I)I1PE nI MIAdC1➢ES �.., .("Ul:. PwOSED O0NSMUMIaN NEA 1 Q =N I•• •• ••- --_ I.xb•I ww M•M• '�M• — H H H 4 4 4 H ,4 4 H H 4 4 H H 4 4 4 4 4 H 4 4 H 4 4 H 4 4 4 W z g (' y�1 PORT AV1"IVUE � PRaPogn REErECTOR DRUMS 1 7i w a 1 maPONm 6Euov eurran i am Tm(x)oDn ArN SPACNG a yWJ� (b-x1e�1 Nrovxc MAmc UNE DnDDs tone) en cxxl-ml y, 1 wu N� X11 �b Xb l clean PAI QtV��l SPAcm AT NAXN IW D.C.1ERn x-xw rx cvv-ap 1 (b'%IB') PNIEIS SPA®IT NAINJN Vat snEn39 Dr 77 ((`z°XIe 1 ((.w X )) Z® RttDRO ORMAri ��9y(Rm-sn PROPOSED TRAFFIC CONTROL-PHASE 1 ® g W�-479 (xV•Xb•) � NIv PRamrL x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x RNr�a Na, 41—I"NTS2EBI P(4)nfxN1AT1NS Ai NAXNNN OPAOXG ➢MSHNG AfJVON nnA)A r0 BE IN UNEU115'rasm IE'BJPFFR21'11- - 1.,(X) y MM • • • • y • y • • • y a H 1 4 41 4 4 4 } • •• •• _ • • • • • • • • • • • • • • • • _ _ _ _ ___ _ •• • c"N y( :? iL a11�1 Ir 1 flONEOflIffDOUNS �RENEcaaaNNANs PORT AVENUE i rail IZ c z ¢ (Q AT NA.UN SPACIXG OP 10'OP. cm V MtlNXC IRI3FlC UNE OMOFRS(011➢ fru M f SPACED Ar NINNUN 100'O.C.W1nCK mx M r 1 PINFLs SPACED AT YINNUN?5'O.CC ) 1 1 «sN-m mP-m 1 N z s U Z m3aQm 9 PROPOSED MARI CONTROL-PHASE 1 �Ilu a o .o 0 � E IPOUR(4)PPRIEC-M IUNS (ssP-sal ('°'Y1'� Fres mm-Xn 11/ r row(41 sxlccrolaan oRuxs � ■- ar(X) as al mxx'1 W WI I � • I 3 111 W PaRa•E cnuxsielE NEssAsx vcn sn PORT A VENUE U a N ai IX PU E ANO OP RN E ME x6 P•Ofl Z J 1 --p PxA E 1 Crnsmx—mRNuw 1 U d W d 1 mE fN0 OF HAff I—MU. 1� � a awfW W ` Ir ENo I U O J F a� ie aj WORKK ZONE Q f'xl' 1 1 3 1 1 � IZ® I a s�Er40 Rr 77 d REf690 ORAMYf AYL PROPOSED TRAFFIC CONTROL-PHASE 1 Qx-479 cnv PRasxr 1L s.�P,a�=N,m�ao�5n,masa�- ..w..wo�u�h.w.o�a•..,...nP�o.,vne�so�,w.R����„wa.a„moe�� n9�,s� nor x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x ,, maPORn fLA91W.vaov eN.wN snuL eE (NsrN�a LAm us.m x2.3nmmar �. In smxcE rm WRARW a LN1E cLosAE O END PYIJR(4)flElECiOPIffD OPWS IN PRWi gYnV9 FEFI£CNdffll OflWS PAJm AT (3E'Xlg) WORK ZONE OP IND fUlfl(V)FEIECrOVlffll gNNS q BFHNO FU91NC(AVON BONA PROPoSED CWSIRIICRW AREA I £J PORrABIE CHNM E(1)ESSNE OR SNNE BE N PLNE IND MUM WE(II ME RDW r0 S E 2 MASE 2 casmucnan Mig1W ME ENN cE PHASE x carslRlcnW. I rmE IiI BIALCIOE •• 1 a 0 o— PWT AMM V:I�• • �i i i• •:•M M N M I j+ + + N + + + M z g 1 W 4aa Lu IW 125'rIPEN 1 " ICO'(X)160'(X) I60'(X� I60'() WR9t (7 6$v FTP(5)OPPOSNO MNFIC LONE gNOFAS crm I f W gad flEREC__pNINS PIS O 11Y O.0 C1a5Em dI" �(RmXser) `°(cuzl-A) ( 'l (36•X,0.1 (01N-m fN6 (R20-5t1 (CH.lO (YYt6� 1 (2e ) (sSY� (Ci-2R PVR(V)RERECTMIM ORWStAYny 1 MR(O FEFI£CMdffO WONS OPPMNG ANFlC LNf OMOEfls(011➢) � ~ w PACED AT.., 100'O.C.rfTRRGL I u z PANES PAM AT NINIWN 25'0.0 _ s U Z m2 CL 9 PROPOSED TRAFFIC CONTROL-PHASE 2 9 (Ild ac W w MR(V)REIECTMIM ORMS O c � E I THEE(3)iNE w BANRICAMS I ~ °y RMIPOSEO f1I91NC NMtOV BONS SHNL ff (j IMM.EOR OMARW 6 LINE—R. 0 REIECrORlffO ORM TAM AT VO'O.C. 1 PftOPo411 CWs11NCRW AREA IXf BIFSFR I75'iIPER 125 WfFFP 1 RWM(V)RETE RHM MRS of l 1 m • � y • • w • • • • i 4 + + N + + + H + + 4 4o—+ M + + + H + + 4 H + + + H + + + H + 4 ' • • • • • F w U 1 PORT AVEAAIE i g AT MAM31 SPACMG&OWNS RE1ELr 1.MUI 1 Q La Lf,NANxux sPwnc a r0'c.L I 111111 0O Z ~ OPPoSNC—C LNf g4llE16(Onnl Usxsl m d J PAM Ar NM1WN 100'QL WtRCN (q 1iF PANES TAM AT NIAIWN 25'0.0 {rY I I a sffer41 Nr 77 Z® PCf690 ORNIl�Ari d, PROPOSED TRAFFIC CONTROL-PHASE 2 WrR-479 I•.q ® CIN PRO.ECr IL x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x m5fx�M FEXx ROirIHIE MIf ME(I MUK PR 9GN STAR ff IN R.NY MDS=E mNEduc(IiIFmE FNo rI Sr2 xNmxs..R q rxinf (C 10—mR) x xn W (x•xx] � prxv] .run 1(24'2XV) (oz"),a'xtx] �ti: §£giieo�(xl lea(xl i �11�1�4411,�'�, �§a8�5 (cxz5 mfl) � Q y � (>e'xxy • • I I . o— FWR(e)flfFl£CFlflltm OflWS (3 • • • • • • • • • • • • • • • PORT AVENUE a Z x a . • . • • • • • . • . • • . Lu $ag ul w u l raW(el ffnccrWlzeo oRWs 7 ? `I enren (aFl-ul�I� maasm Rmccraazm muxs V (rib] � Ai AUNYW SPKYK OF Ie'O.G '�T� a�" S � � = WOPo(NDONE END PARK ZONE � - END � � (Cw-mi) (Cip-Arl l �I WOflK ZONE - � (.16'xie') ' (.x•xle] IIIL c� (cm-sen � � � v s U (/1 Z® 2asm PROPOSED TRAFFIC CONTROL-PHASE 2 (4 � III p�o ..,c .o 0 � E U $ 0 Z 3 w U N H N LLI a. aLL, W i= 3 ir s a sffer42 Fr 77 F(f6��9��0��FFpNIlvC lA ? WM-479 CITY PR—T IL s.�a•oi..+-.�nsowo�meo�eso�—aan n.w..wog..��.w.oia=..•..m�xio.=�meceso��vnmc cw�va en moenm ev na sw�a,xon x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x �'9aN I ENO pr � I 1 (b'Al0'I AAORK ZONE IX PLA(E INO dtAA9E FOO TIE FNIHE ff 1 WPAMIn Of 1HE PHASE A INPROAf11mR ;.����'s 1 \\\ IRO'ROPFFR 1R5'iIPER 1 " "� d8�5 I P b4 P P z _ I0 PFA1FLttM11Zm M'S • o— • o— Z Ix Wfl(V)fl EC 9ImO Y9�� PITA O s• • • i ¢ $;a 1 (cRc-ap ErPo , 1 w (b'XIA'I ybRK ZONE WE(I)rwE IE BAAACAOE W �1 u� •�• I � I FOUR(V)flEFlECIpdZm ORUNs I ��� O � Z IAx'(x) f W gad �e � e SPO 1 MST On CH/MIEIHI£xE59.Aff 991 91NL (CVZI-A) � (� ff IX RACE INO CPERAPN: ffIX fld9V (b•Xby PurWMaR10ff�PMffMWE]CCR9IWS'IfuC (CM- P) E AIOFK H _ F9H(V)FEFI£Cr9AZm 9ixN5 xA PW (RV'XIA') Z 2 (RX'X )(TIRO-5� - �(CIYZI-AI m(CM19-3rl � 1 1 num .i (b'Xxry �N (b'Xxry 1 s U 22 N ` PROPOSED TRAFFIC CONTROL-PHASE 3 Z® (42a:a ovCL o .o 0 � E I I U o 1 nxa q—Tl euaaunEs Ito W LU w 3 I H H H H H 1 t 4 H 1 1 H H + + H M 1 t 4 H 4 1 1 o- 1 POR AVETI H 4 1 1 H 4 + H 4 4 1� d wa bl co >w 1 1 ATCPOffOi NflFFl£' OFWS 1 1 AVNON 9'ACNGW a AO.C. SNg� W CL FlAE(51 H...0 LVE OMfflti F (y mOEX mP09NG MIfF1C VNE 9NOm5(0.) N IO.C.AtR Q 1 � H. AT.11— ErPo c� WORK ZONE Tic (cxa-AI Na-an (b zAs I I i�an � a s�n43 Pr 77 Z® PCf690 ORAXVD AYL PROPOSED TRAFFIC CONTROL-PHASE 3 -479 I,•, ® � nn PRa¢r IL DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x (Gm-w) (CVL-A) RFNr RNFC UE JA9 H0.]I)Po.�.O/ T (44 10'1 6X 6') E Wi(B)PflptlffD R£Ctt dff0 a x m rwm)r I 04VFlC MR Ar NANYW—No 6 B'O.C. ' MER (N-59)-5i� (V'xrl (IYx1a WORK ZONE(3g'xl8') y (14'X30) RN NY WILE BJT 17, 'a f (#J 135'WEN IM BY_ 150'TA_ °A'4/ " AME 1 COWt E"G VElO 9W WIEfl PflOPOfflI fLA911NC AflftON IIOWO W ff s 1 3�ag 1 MflEE(l)I1PE iii B/flflIG0E5 �', -ENT ff NEV.-MY 1E1➢9(N IN 1ACE IND dEROBIE FON ME ENMIE l / MRADW Qi PHASE I INPfl�WIFNrS. i m Y I / —111 Al 9YIN1 YxY• o ` b1 I _EE(]J NMMCWES WO I __ •• 1 y • • i� y • y • y • I m C7 Zs: a N M M H N W 1 H N +----- -- 1 w $E �� FdN(410110'5mN Mm APROPo411 RF1E�CNI11TEN. O5.(O tcmy3ell f7 g$I- u H Y= _a Fgfl(4)REFI£CNfltEO WUNS ry Fl20Ni tl Z ve EE MO FqN(4)16EIEC10•h0 ORWS l>f I F W \ ffMI —N.IJrvOV IIOMA fly g= (ceey ag^ IEYPfAMY iFIEON RURONS Ur.,n NE—AN ua J IqE NL PIIOPOaIg•D FW ASW (38'�e'I (c10-mr) J I eR0 (x•Xle'I � I u ti '2 PR(POSID 459RK ZDNE s � � WG PROP0ff0 flEF3EC.12EE HUNS II122 o X w 1 NANYNN_No PROPOM TRAFFIC CONTROL-PHASE 3 Z® �Illf a"• E3R0 WDRK ZONE f Dpz a j) � E y U (CV41-A) 0 / M PEAIWIE CHANf£AIIIE YESSACE VW$IALL ff IN RACE MO MIE WE(1)WEEK PRltli M SIMPHASE RNC 3 END m31_NI �' CWSOPENMCDON MI-M ME ENO ff P1Uff 3 CONSMUUM. NORK ZDNE (xxx) 1 om., (c4D-mll ( 1 W (38'X18') N.IM'(X) ICO'(xl� �Wy I N1 I =g Ld 1 ((:,'XIII') a PDufl(q ffElEcrWl-"U" a z g 1 FdH(4).1.1.MUYS � W d 1 tl a. q,, py1W E �Q K CS °''`ms /NtlRKNOZONE(lII'xlII•11 " �� wu�'.Y rUX ( e 7- sffn44 Dr 77 PROPOSED TRAFFIC CON �-479rtioL-PHASE 3 c11Y-T IJ Yaa x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x y PoflTANIE NANxuAr NEs E 94N NIAEUBBE IN PPL AN END �M➢IE NO Pxwff.CIX5NA'N. gy0ftl5B1 COrR1RUCIKKI IAEA xUflK ZDNE .N..BE(M OP PXASE 1 a TwM iE rxAN ia5 rwM 1 ya E (cm-aN casmucnan �ss u� •x.•I g 6 xi (ta-sPl � �� • • •--i•ry cry Z0'f ($.°•I � SIDEWAIH • • : Z s (=moi a aDgn PORT AVENUE ••• • • • • • • • . • E Fa pa;'�'�m • • • • • • • • • • •i•. • • 1 1 4 N 1 1 N 4 M 1� c Z a� mul • • iL PRTOSm MSXNGN+AOV BONA SXNL vA=Ofa OPFAA.E fTR ME ENmE ^a GCxttl ug (YYYr) ODUBOX OG LWEQ09JIE _a =y I t S Tx) iAR'W im W �P09N0 MIRK UNE g4➢FRs(M.)MR(4)RFFl RINIM ORWB PA®Ar NINHWN 100'-1fNiMX (� I PANu sPXM AT NINHWN 0 1 �- � 2 p E IGEN-seP) I EC E (aMz:1 = � IH/ Z® II122 PROPOSED TRAFRC CONTROL-PHASE 4 ® 19 (Ild a o 206 txxN.i .r-rr I 4404041)MSHNG IRAN BOINA 9WL BE o O E PU2 AN)OPERIB£ftlR ME ENTRE END I RX -AN.ff ME—URE NOTE: ALL PROPOSED TEMPA. IORARY TRAFFIC � MURK ZDNE I �- °a ,. CONTROL IS AT THE LEVEL OF PORT AVENUE U aA°"mss.cam— rao(xl ENE L eumawcs ner.•� Pfl1P0411 Iq (M1i�x7 AVOPOsm BOFE 9VFi Z � F 1 SSM COON (N' ') (�-� PPOPC4D W s-cTEN AREA T fPOPOSm BORE Shur 4 1 MR(4)ORllS ('.xxy 114E n BARRIONIE Tltl(R)rriE LL BIRdCMfS • T • W SEG ua • ••• •••IT I �• w W 11 • —— a t - - a 'z5 ---- w M M H hF— — PROPO4B BONE sxur .. 1 d w d 1 H H H 4 + BUAr�P.c PRtl'04B mux euTras PORT A VENAE w 1 1� a� _ANY—BARRIERS A _ m SWROJH)EYLAVAIEO AREA N w marosm YIITE eurrans .� Z �)l( ~ a _a O— ® QD / J —E ZDNE d S x Z® \y PROPOSED TRAFFlC CONTROL-PHASE 4 °~. -479 srWue x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x END uE.Y9 Ha.ll)Po.�.a/ '.OQID� � WtlRK ZONE ZONE (cm�wr) PrerIHIE[HNICEPBIE NESSM'E SILK.-EI PLACE A. y ..QIE . .r0 SrMiPIG PHASE V carmmaanw e I r NIAflICNlES (7 � 2•E (x'xu') MRtlld aE FNa ff PHASE V •Lflfl c • _•• O (cm-xl ` mNR mnsmucnon ¥: F Rn6 (" ? 111E:FLASHIND ARROW BOARDS EHP11 BE IN PLACE ID STOP ('� ) (x END A�(D(WERABIE Ai ME LDCAPDNd8� ENRRE DURA➢DN GF THE PHASE 4 INPROb4AE1J7S �E 1 1 afl cax.] ���u'�, cri�-b��l (x:a]� ~� INc xmoe Baum i�rn�.i rwE nI euaacwE 4"B°•-'�� 1 Q 1 • t��E MKr V p ieC(q m(q • • (5 • . • •• .•• . : : •• SIOEWPL( • •• • • • • `cvsnNe eus erre w QF" CLOSED �� m„�r� Z ?Z 1 cLoffD rw x me.I.N.wflmuEs ml) r- (V)�enccraxlaa wuNs PORT AVENUE_J raw(Vl�enccraaao oxuNs 1 (y gQ �� () w ENri 9aE ff PwilHl£ ��s[o � •aFG��m LHIN[EIHE NESSNi 9CN rb Z W µm Ibkb'I R1a(1)IIPE IiI BIRdC1➢f5 ) ryY � A IENt�N 514N 1(j W Pa� i 1 ((xxWll I� aj^ (8��11 MIE£(I)IIPE I:BARdC1➢ES � Y: I pp�c rro(RI rwE���Buak.nEs �C� pi e 104 1, � aD q" a: H qb' OS "L�T�fJ rxrsnH WDRK ZDNE '44gp e,Een x 1 �T j� 1� (em-•a S j 1 � � a, W� END •OIN (amssl s U I (.-.n c.kz:l (•k,Ai �/ I"'���f><kX] Z® opoPROPOSED TRAFFIC CONTROL-PHASE 4 ® c c�k 1 Iixx�.•i °" N aM h I 1 (a.I-ml RHES (x•xrl � ocean a •(xl im(xl�� _e �e _g � bq �p � 7 PORT AVENUE a 1 wa.a 1 �g� S_ g' cc•�-ml � �OS � Q r'� 1 3 'FST YpRK ZDNE F¢ Ag c.«'.1 �� a snEn46 ar 77 ... Z® FCf69a ORN.v;Atl. PROPOSED TRAFRC CONTROL-PHASE 4 -479 s.L =N,m�a,Lxn,°�°°°�- ..w..wo�u °.o�a•..,...nP�o.,� °°�,°.R����„°a,�moe�a r°�.s. °r x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x us m xo.�nmm.ar I "V-v_—NtlflKN�ONE(,gx10')) I y�. O A W 1 %in_•Klh 1.—N. Yi IN Rl�MO O9VAH£FOV mE EXBPo: i mn6nm a FnAEE,Nnaa,ErlmTs O IIDE AL 1Qf4r-RT V-*M a J� OOXOOL OHM K AT 11E ILIA iu I a - OF PoRT A1eAE A �I Z _ �f a PORT AVENUE '�:. FmraaE mANZEAaE ressn¢sm snAu RE n n.Na roan(�)Po:Fl£CTWaO mons Ir g,a 1 gw M-0—ME—r0 Br6flmC PHA E 5 I 1_ W �I will carsmucnm mnam mE Eno a:PHASE s m1srPo,cnon "'cq.-J Iso'(Xl 4im. FO.IV(n nENEC1�ff�0OAUIsIx.(l)16SILcrtldff0 OPUIS (,1 Rwx R �(Rw-6n aNRmAR„x1,aN mTTm6 1 nib Fb(Cn41-A) 1 FFj 410•X]6'1 1 � N � 2 c .. s U N `v (>s•X>6) / N (ul (m0,o_W)n JII (G10_�)�� 7® 9 ROKMM MAFRC CMPOL-PHASE 5 Y¢x mW (xix,fi'1 (RA-sn y ENDU 0 ENO (010_20n µgRK ZONE(l6'x1e'� (Bp_gap)�Oa WDRK ZONE(l8'MIB') &Y m,EE(I)rrrE IP aAsacwEs mE H o-mxc `t ~ � MESE(l)I1PE Iu BNniICPllFS 1(n10-Bn R onkw. 2p MIE£(I)rYPE iii BARBCA➢Efi c maPasm axsmucnm nsA W (IV'MIO') W zi-zl _9. m,E£(l)rNc m BunMJ➢ES �/I r,n[E(l)rreE m awn�cwEs 1 (:1x1 IVI6ua Ull r H M-(l1 1YPE m BAAPoCAOEs Z uj ~ LJ U 1 H + + + M + + H N N N M N + + + + N �+ + N + + + N + + + M + + M + + 1 c >w 1 ss(c)r>ff„eAPPkmEs FRanoszn SPMNO an .,H/+ s PORT A VENOE 1 Q AT unnwx sPAaxc a To'a.c MiFE(])tME In BIAVIG➢E6 1 I,NFE(ll 11PE a BAPPoCNlEO �.W H clasm (cm1-AI 5a ..e �e I d J (..X.-) �p xnxXi-sA') �sFn 11,944 M aU� un- 1` 3 6.F-Sn <Nx-m s (�-Po1 �l �Y (xi•�•1 cM•X,s•1 c�,_AI� /�,� (cFP-m �•�•) cbxbn '`f7 c�'�6') 1 s Po< (GIO-5oP1 mP09NC MIfFIC UNE OwFR6(BIID) (ama,n END I ENO (aw-alrl (li xm') sRAcm AT 1i—Ina o.c.•tnncu (b.6'1 WORK ZONE I /NtlRK ZONE(,10•x10'1 PPM=M 6P.1Cm AT NN.U...C. ® S $H(C74]Of 77 - PROPOSED TRAFFIC CONFROL PHASE 5 x-479 I,-�, � nn PnuEcr 1L s.�P,a�=N,m�ao�5n,mrsrsrs�- ..w..wo�u w.o�a•..,...n^�o.,vnrs�rsrs�,rs.R�rs rs�„rsa rs�mors�� n9�,s� �rsr x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x ON Im us m(V)FAR..nmm.pr +i FMAEFIECrddffO MRSND n Z BNO 0-1 Z MURK ZONE (SD'XIe•I PROPOSED fL0.9•m MROR BOARD SHALL BE ="_ AND y~j 1 maPGSED GONS TION ANNlLrru IssluOFI.AAIE�I 1.1—TS ` D I!I 1 RF arifll INT—R-01 GOOD w.GG 1 y£P :•. • . M d a a W OC ?E l N 4 4 4 4 N 4 �4 4 N 4 4 + W 4 4 4 N 4 4 N + 4 4 N 1� w 46s PORT AVENUE rax(V)I--.avINS 1 c� m OPP09NO TUM LANE DADERS IOM)) (G30-RNID AAEED AT wnIKW IDD'aG VENTI 1 (SA'MIB'� WORK ZONE .s .a �s V W I _a Yv MELS AILED AT wnIKW R5'Qa � ICn c}i' Ab i 8 p nr v ps rx rlime N AaTAV 1 I � 1 (cm-wn Eno ZONE (.w'ms) MURK ZONE S (CIFlO-Ips �g = � (.k'zie'1 a U Fro (coal-ml e,E.n N `w 22�a m ((plABa'Ml8)) (42PROPOSED TRAFFIC CONTROL-PHASE 5 Z® (Baxn•� o w'" L. •.Hrr U H—o 1 0 Falx(V�RFIFLIOVIBD DIdIYs ENO INN E WORK ZONE(x'xley � E I ONUN SUXK iOwffpn (38 Ml8') 9a Lu I : t�p g IN u= I �p ff �p s s s ui w o- o- 5 a Paeuelc mINOEIac NESSAa:SGH—BE In PIADE a milE(�zxxle Z g 1 ( _ � AND AENAA.ONE VEL(PflaV m SiMFNC PHASE 5 1 W d Eu 1 (�• •'_ _ CaSTdICFaI IINOJaI GTE END A PHASE 5 aINSIIdMDaH rets sx - - PORT AVENUE 1 Q K ECA u ) W I g t�p ge a ir aal-mi ir UA'xrB'1 I IQ ���NE(CRD-5oP) ® (RV MIST Z F(f6��9��p�P�p'FpNllvCIAriF^� I Rf5 (R.-SQ0 z nIR�T�J (Rvcw PROPOSED TRAFFIC CONTROL-PHASE 5® o I•HF CITY FRD.ECr IL s.Eaoi.n_.EnsowoEmeoEeso�-aan n.w..wog..gym.w.oia...�.mEwo..Vnawso��vnmc cw�va en moenm ev na sw�a,xon x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x us.m xo.v�mm.ar y3 041 . mem (mno-ml (7 (csm�-.xl (xYxl Z X161 lam-spl OC STP (nM1a1 lune) W 4¢ ' ®wm-srl W TARLTON ST. ,yam-�1 Iu.X� C Z ?~ 8 68e I Z � W psd iARLTON ST. DETOUR 1 N w CNE Po:RLC1O XHI pdS IX N .N �A.lCASED F�nr of ulo BFHInN 9fN �q zmC TRAFFICON ST. 55 ( CL ITU O W w ROF CMWIMOffN ONE OPoM IN g U o y OVE, sNn c ROAD IaNTCLOSED E 7HRU TRAFFlC U °a f'qn(V)IIPE nl RIAiMIRS � TARLiON ST. �l Oq� CLOSED (Po'me1 fltOFC311 CgI51PoICRQI INi..1 W PORT AMINE W W U I F0.1R(V)IIPE m RiAPoC1➢ES ROAD W a yF CLOSED Q c W S4 K a 3 ro a sffET49 or 77 Z F(f69R ORNIlvC Atl. PROPOSED TRAFFIC CONTROL-PHASE 5A ® WAR-479 x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x mE.Y9 HO.ll)AO.N5.0/ 's 4b's ENO (Cm m0 f7 WORK ZONE Z ',, H END (cWl-xxp OC «. WORK ZONE 4a //^]r nX¢UI me m eunlcwEs w -- x. MIRE(II ttPE Ili BAfl9CI�E5 4 � Z F (]I me n eAsacwEs (7 68 �Z W s„� m] am YARKNOZONE(ienrlT H 4 4 4 4 4 N N N N N 4 4 "�” nXeE(]I mE m e.wfllr.m `� P_sxiEc]wan mums A,xAxuw�Aanc ff ro nn mfEE(l)M1PE m BAAXCAOEs x Uz \ ••"PI—I P NC AT-mm LWE NWERB¶ODM) .. U v PAHM VA-Ai NIMMM M'O.C. II133CLT (III3w9 1111 BMAn BE .. /WURK ZONE ]3'x18•) PVf£MO WtA9£F mE DWE O E ( ONMBmIN m P—.IYPPa4DQn5 } Ui `i1�'V� (OA•�1 /�� �y Irxx•I AqU NOIE NL IELPCRAflY mlfFlC COXm0. s� IS AI mE I£x4 m Pmi A4FMIE. W ty HU yWI, =1 � W d N n•rl Y �w ir ai Z® MO XW TRAFFIC CONFROL-WASE 5 �` .r a w,,50 Fr 77 F(f690 FFAMYf Atl. WTR-479 CBY PIX T IL s.Eaoi=n-.EnrsowoEmeoEeso�—aan n.w..wog..��.w.oia=....mExio..�meceso�"vnmc cw"vaze�maeme ev=va so�a.aox� x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x .`•. � y� us m xo.vzmm.ar cn �AAb I sal` mR o • mWERPHIE ME I�EDn(ESM i0 STARMG PRAM 0 CMSM IIIw 10 Z $ .„. a Hl M DIE END W PHASE 8 CDNSDLCDDN. MTVN W IaRD 5oP)•Oflfl xNNaufa� �N[fl ansm 11MI� � a� PORT AVENUE W W (aRo-o0 D Iclxl-rN ANun (c•-'� 1 J � � (Rr•�•) � wxlr� ..e pnxn9 x 1x.n'1 � (7 6$e � Z I W gel ,m•(q ,m•(q ,eN pl 14% ti S � 1 FWfl(r)xmcrttXnaa OauxS l FaIA(1)RERECTMI➢MUMS 1 v S ti u � s U Z® v PROPOSED MARK CONTROL-WASE 6 ® �nq a sa � III{{oWw 0 E F- (cxl_rfll U a POI—MEHI.IAN IN na E ELME 0 PUCE Afn]-E6--nIE M (�n•Xl8•) 1 (]8•%18.1 DnMnQI a•PIwflNQ1EX15 1 aD Ix Nmn Ix rxm 1 'M1>7RK ZDNE �� PRwa8E0 CaXS1181Cnw Ix6.A 1 IIb(RI I1FE Iii nualaADE$ Z ••• W W ~ o— • •1• • • �• •P 6 R 1 • • • • •I• • • • • � N } } } M N } 1 PORT AVENUE aNRI-ml 1 a K raa(r)R--I.wuxs (x•x>s•) raw(q RFPIBcro•al1 Daus v eg _x Q ran(rl ann arasnc munc TUE axons AT (onnl •+' IAA®AT xlnnlN xErsncu _ + ry �I PIAN.IAN.SPe®er xoo•lnw (' "'� m•n �T7 (cum � Q 1 r,N:EN e>9 r! � �xE \7 „�ax i Ivan nxx ( 1 _' 1 (x•cx•) a,rNml W-) (rX,n•I I WDPo(ZONE �yi I f AlS (---DCIYLI AI°o * -" (>B'%IB'jl NYIRK INE Al ak �,., P � (•'nx�l psXra•1 � ,`;�� y� a s�Nn51 or 77 PROPOM TRAM CONTROL PHASE 6V. x-479 I•.rp ,..o � cnv Pfla¢r IL x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x I -L (CN21 AI 't I shy= (n-uP-I ,l y3 ! `vim (cm-mn END PaW(V)FQnccrmlao oPWs F3 y (cna_mI \ (15'ne') WORK ZONE (Q R-1-OPWS ��¥g ( 's 4i's va(CV11-10) .- ENO (cxo-m0 �/^N MURK ZONE(1X'%18'I en (]8'x10•) WORK ZONE(IB'MIB') U np µq m r • • i i •• • • • • • • y • Lu a •••: A•••I M y y y y • • • • �.• • a w fl' + H 4 4 + +�+ W + 4 4 H + + H + + + H + + + H +�+ + H + + + 4 + + H + + s ? ?¢ Q� iouIPronP�s°ml�icna Nes '. I \T I mIE W gel �,p f1Ax1e'1 (1e�1n � 1°XwY•N•EcrWP �y ribi l (c.-1p ..a.a rw i OPAISNC BUfFlC LNE OMOEWB(1111➢) END (8'xtl'1 PflOPO5E0 Fl.AEHIXG ANPW ' SPM£11 Ar YNINYY 100'QC.1fAPGL (rl-0U WUflK ZONE YOAPO SHALL K YE l IX PUCE ' w PNf15 PAfID Ar YIXIYYY Z5'O.G Ne'xu'1 Ifa)��fYIR� N F I ENO (C1Y-mr) pns�rrrxi a ua (CRO-mrl pN�O4W➢EA1RR.CF PHAff I� = v WOflK ZONE(18'x10') (M'XIB') a rwaI08W uEs➢(CWRI-A) S U _ 11A'Xx'1 N `v ® II3 N m 9 PROPOSED TRAFFIC CCNRiCL-PHASE 8 Z � �IIII3 o W w I i4b, } a (csp-mp C � PARK ZONE(1e'x1e') •� qb / �, ("X 0 (rnl_mI jam, (ant-ml , ' (l8'Xb'I f�Y (1e'x1aQ\\ (CNa A) A (X•X18•) PWiiIHE CMNIf£IHIE YES<.z EmX EH/LL BE IN PUCE INO Fs➢ ENO IaP-mII • �j,l/VVV� 11HWW IIEEFNO�PPHAff B1CW51PYCMIN OCOXSMYCPON Lij WORK ZONE �� V \ 11 I I w ((xOme'_5.x1X•)) • � a a W V N 1m at ler m 1erc ro 1m fn 7 PORT A WMAE >w + �j c (.) c caffo�MYS Q �I 54 \ � `PoYfl(V)IRFI£CiWtf➢OPWS 1�,^ � W �W V�I (rn-%1 1(x xx71 { � Vu aJ (ltxee'1 / VVVV I�� m1"IE� � (cm-U,r ENO r auY a roup / (1Y'x1e)IWRK ZONE 3 �V I ((.1p-mp ENO (18'%18') WORK ZONE x, x01M ellen sffET52 pf 77 Z® PCf69p ORNIlvC A11 PROP03FD TRAFFIC CONTROL-PHASE S °® WM-479 x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x .. LLE.J5 HO 11)fR69.0/ (Cm-ten 6•x18) 2 H a(cm_aen Z ENO (le'xIe•1 PARK ZONE y as E EKO POE-I£ME E CHNIf£Anl£YESSN£SICX Bell ff IN FLACE MO H N (CV11 A) n � `� SARK ZONE WE-LE MM r0 SrNi1PIG FMAff)CMSWOCixIN a (l6'Ml6n a nNWfH nlE m0 6 PHASE)CMSiNICIgN. ,V 1 Ya a o .-P fLASHNG IRgN BONS SHNE�e (a0 soilkjEND PEA(EArowmAa .mnRE 0 (CNlI-AI ( 1 (]6X18) YlOFE ZONE ONUn.OF PHAff)INPflN:- �(ipxVl ,„� PORT AVEiW/E • • i • • • •y•y + 1 wZ _� ��eN(n �Nal� iN(xl Im�pl 5 7r. �Q �� a�• ONE III-E a BiAPICNIE' V (Jr� "^ FOW(VI aFl£CNdtED pdIY6 uHg 191, O fl(q -Rim Daus s= Ftllfl(n--I-M- ss� l Ti Cin POJR(V)aaEcranan Wuxs ""� s s sj rl tg a� (a• (CVP-ln anEelN`ma'�nmx nexN� I u NN `sV K WORK 2pJE N `v II111 a m PROPOS®TRAFFIC CONTROL-PHASE 7 Z4 (..X,..) (cI(b'�'1T&R � �IIIS CL W w s��• ® � v�a Ile'Xw'1 � N CVlI-A (CWI-A) (Ile•xley) 1 (ln•xln•) � 4° 1 g ENO (Cm-Pen 1 p y EHo (cm-bn a E 0 ONE rom-mn �A waRK zaNE(e x e) 1 WORK ZONE(x'xIe'1 WORK Z (I6'Al8') 1 5 21 co z5 1 + M H H N + 4 + H + + 4 H H H H H + j+ H + + 4 + 4 + H H H H M 4 + 4 + + + H + Z >w 1 awPOsm casmucnan NeA MINE 1 Q K PORT A V gLa v s g I z a (�. ..I mO A a>rsm(C69 I (.'XI.)' _(]6'X16 OWOKXC IRNNC LPNOENOOC�(rOMu-) �x,Ab 'aT. m cne-1 1 (,p•y�� ENO Pp—WXM AT NNNON 15'0.C. ( n 1 WOflK ZONE O In u (]6'X18') (l6•XM I e �• Eno a sir 53 Z _or Z WORK ZONE i p WTR-479 PROPOS®TRAFFIC CONTROL-PHASE 7 ® 8 _ ,..e � cnv Pflamr IPolu, x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x ��� pn�xi a F,a fPP04NC WIfFIC UNE ONOERS(011➢) mxm•ns� I[E.Y9 H0.ll)Po.�.O/ �C10-5aPI TD ONY SPACED Ar NNYUN 1W'0.G Wi11CK M XE CwNI (t4"XIB') � � � n[rwNl PAXE15 EPACED Ai NNNUN 25' (nw-5r) 4�y � wDeSx�l WB PX 0 'W=—FOR Drrn9 cu� rr»� � Sv E (3V'Xb"I ENO (D}0-AtI IN FUCE AXD LPFRABIE FDR ME FE NORK ZONE(b'XIB'I DYRADQI DF 1 PXASE 11NNVD�flI— m v0 1 4i': wnFE(n rme III aosecADEs W-) cnus•1 1 ,r aa�� ���jjj CS �1� la x,�X Ips rIP�X ssv r,P1X XD nl •(w Q u�nug -m1 i • ug • • • �$ GE i i x ..e •• ar ..e ss -- 0 �A•us•) • • • • • • • • • • y • • a W Z i•• i i • M N • • • • • •••• a 1 W $,a f H F I M 1 1 1 M F 4 F H 1 f f F F M F•••••••••• • • • N w s u 1 nXu(s1 nc a NNc n s 1 c Z aat � PORT AVENUE ie�Xxy I Faw(aI sFlEcraaa0 NNNsunu, � (ry gg Pflacsm casmucnW NaA .N _g A,�n � L , F �W gel F Ff�_XD (x•Xx•1 WSNC�D�_An FWfl(V)16SIECrONhD OflUNS = Imo\ 1 Q �w.r (cx-un Eno c 2 (]0"x10') µKNd(2pYE -WV S _ Hary N c v . t zcx ((x�a•X1e j) .�X,,. /��•��II132 a (42 N m Z® p X (R -5D Y (x:Xw•) PROPOS®TRAFFIC CONTROL-PHASE 7 0 " PWrABE dIAf81BIEXNESSADE 9W SHNL n..ff N MfE D bLX M d xc ir mrsnw nW 1,� m�uw me EVOM �mnslalcnW x: yRY�G+E o (DYs1-ml .axx (cm sxP) 1 (M Xix•) 2RE (RlXIY'1 ... ow.w.,p p N � . wl �� 6 xunj wVVZQQ W I Q x ur x= E� W U N WN o— FWfl(4)—.1--.S 1 o— FqR(1I flFFI£CIDfll311 DflWS a d W a 1 PORT AVENUE a awf c (16'X10) W:IRK ZONE � r 1 3 H H I � 3 a s�n54 Dr 77 Z® flEf690 DRNNv±Atl. PROPOSED TRAFFIC CONTROL-PHASE 7 ® x-479 _,p � cm FXroYcr 1L s.�P,=N,m�ao�5n,masa,-P �.w..w „. "•..,..mvw"",vne�so,,w.R����„wa_.a„m n9 w,s� nor x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x TORFFIELrGRlff9 —/ AT NAWN-NG 10'O.0 ' CNT �m �rlFilE[Ia1a9 � IIS\ °� YKIRK ZONE (( aYT-1) o< I �< _ CROSSTOWN EXPRESSWAY no G GGG mn %3 „mrlaE auxEAe.YEssuE scn sxaL. lI FGW(4) PLACE 119 OPERIHE GIE-A PRIW IG F61£CrpdffG OflU15 PRffaSm FlN:(5)0119 AT —RNG PHASE&COU589C8GX R9OU(N ME ( 1ffAGNC ff IG'G.0 (I$ p ENG ff PHASE 9A CGN589C8GX. ( qV] o— _ Z PORT AVENUE • •Mj I.-Itl �MN w sF E tYue'1 i 1 0, z ?I G PRESCOTT ase _ fpff � �� z 3` RNPtlLRY 1fllLN OUiRNS _s (Ix'xYlj STREET �I(IYnY� oy I FOUfl(4) Sa W ga$ R91£CrOUIffG GflWS � � d�^ H1 iV£m NIAVICNIE b'R7 b'pl b'Iq =a ••• ,A„ " FWfl(V)IRFI£CNpffG WUNS c FtlN(VI P61£CTGRIff9 W WS FOUfl(4)R9IECMIffG GRUYS GLMb • • a9 cc( -D • • NtlRK ZONE AR In (1Y 7 [Yxaj (n c G ( (GNI-Arl (a5 1 PflffMm FLASHIXG ARR BGIAG SHNL NE y (cab-,N • • (l8'MIB•I IX PLA2 ING GPERABIE Fdi THE-RE _ (awl IN=OF PHASE.INPflGVHE- ,. U • S a Eyy, •• nNIPGSF➢ARO IANIV YNIN sNN1 ff \3II1�Q V,W Lar P"S" • fA.RA Ftli IIE FNiflE m[� ��� _Al.AIIGN GF PHASE 8A IY%VOAflQIrS Y GXs�rNl a�E� o 5 .• FOUR(41 fl61ECrOflltm GFIINS M E XmaN '�1 PRUPG49 FV91NC IAMV 80119 bail ff } (�Yv') •• (cn-) PIA.N9 cfFA1HE FGR llE ENrflE _ ~ o (la'xi4y OI.flAPgl ff MASE BA IYMGVNENIS W U •• MGPGSm CGNSiRICRGN IAEA msm W F p IIGff.'.Od11RACM W • IINFE(3)1V'E lu RIR8C09E5 COtlbNAff 1FIPoR/RY 9CNAL �'"`' i aizu•I ((aS.ra�1 /OA1511F1I1S SIN tl1Y. • .b earn Naa Iv aaa ab'rNm Im'(q a G PRGPGSm R4E(s)Gen AT • • • • • • • • • • • • • y • W LLA • • • • • ♦ f • I•y • y • y a LLi 3 _ o- SPAWc ff lo'ac. • • y (A w • y y FOUR(4)PFFIECtWIff9 GRWs FAIR(41 RFFlECiGAIhD GRUNs o— • • • • • •W W(„) —W N M 1 f f H 4 4 4 H 4 4 4 N f f 1 4 4 N M M N M • '� • • • • • • zg 11 ENO PORT AVENUE I E >w WORK ZONE U Q a a (]0'X10.1 _e a �ff _s 21 - _s N w a S.. GX IPPER Rdr �� FlY(sl Gll➢ ENO �(� FlK(5I GM �e W CL u Ctl9EA ff nns SHEEP FOUR(V)rmE III—DES cpm z YNIIEK ZONE Z ffYPOUIAY 1FLLGa OUINlR (Cn-111 (wxla.r) ti Gl (f'1v]!1 0>X10 I•pwYpVlFclaagp Q (abs (58•X16') OP—R.1PIFFlC VNE NWFAS(0119) (ce-al I 'T. f� PIrEG Ar NnuAT IGG'G.0 AERnrx al rxvN (a'vYy ��V .,F'lV`Qap (Y '1 PNf15 SPA® AT NNIYUN stmu55 -f 77 5.MASE BA-4 Fay RNP—y Z® IEf69G NRWlvC AYL iRMFI11—A—R-E RGI➢ PNaPOSEo rnAFPIc caNrAM-PHASE 6A ® WTR-479 x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x I (LNIN-SW) �3� N.E.Y9 H0.11)Po.�.O/ (]BIOS•) PoflIIHI£tlVNffIHI£YESSN£4W ff X PLXfE mo IFEflIHE lYE NE](PflImltli f0 �vE SIIAX G MAff 8A LOMIRICPdI YIROJd 1HE FNN 6 M.15E 8A LONS1PUCipX. ?�m aslg 1 i10'M��- t IEVM IEO'pl p Gas 4T's I o— FOJR(I)flFF1ECifIfl13D OflUNS� I MRR fY1X-SOPS o— (5 ZdE (Yxu] � Z FtlIR(1I REflFLItlVltEll YflWS µEQ➢ MES �]6x8� PORT/MEM � W g 1 (� 8 Lu sF I � 2 s Lu U Z maam 9 PROPOS®TRAFFIC CONTROL-PHASE 8A A2 o W w .o 0 � E B- a U $ 0 Z 3 W uj ty jH U I i g a L �W Y a� 3 s a sffer56 Pr 77 REf690��ORppNI1-479 c W R /� CITY%HELI IL s.Eaoi=n_.EnsowoEmeoEeso�-aan�.....wog..�..w.oia...�.mEwo..Vnawso��vnmc cw�va.e.n moenm ev na�sw�r,xon x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 x 0-0 LU g W IT VIMC W W ONa Tip C & IN PLKE MO ffaUBIE I.R .,-.m OORK ZONE 4 (4:5 CL m---------- (G2 FRONTAGE ROM • • FRONTAGE ROAD Try o NME ALL IMM VJJFF camm 91011 UT SE • MMW LEWL OF IIME CROSSIONN EXPRESSWAY Mwmsn E umuV ENDi • WORK ZONE a W N. > LZI 4NO n xx tl FRONTAGE ROAD Ld CL s,Fu57-f 77 Z4 WTR-479 PROPOSED TRAFFIC CONTROL MASE aA x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 m}£III NAIXCNIES PORT AVENUE AVM SIREETQ Bad Lu P- p.4 Z ` A "T PACEDAT MINMM O.C. WtPCK MjHM (1)1-I1-6 (1)IE"I—MEI (42 Ill fS r—ENDT-1 H NO ..A-. Ll�* A? A. _11_1 E ui C4RL Tav m v 5 bf Ld >LLJ < is) Ld CL ir to E.L El Z4 PROPOM TRAFM CONTIRM- Z4 PRaKM MARFEFF�M-HiM SA HOM RM SOUTH OF AYM SrFMT nn PlmRcr IJ Yaan DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x V.E..Y9 HO ll)gPo.�.O/ NO CROSSTONN EXPRESSWAY c� �n z Na fs p Lu W 4FE W � C7 68e PRESCOTT STREET w gay Ir ao � • NtlRK ZONE �' N � }MR. N 9MflIC1➢ES 'e "'"mo••••3' � (g yl!� _ ce••••• • FlSf(5)OM5 S N u s 1 m33 CL m • PflQ•OSf➢ru9rinc ARAtN eYEflY UUM.- ��III X -R(c)IIPE iii xoANC 0 ••. a PHA�ff B8 IUPNO ME R. p • '2•� n�fNmrwRlO1x °�919xa��wgv I .. rxa5sm�sfalcnrn uen o � FOUR(4)I1PE nI ROMECO➢ES •• (lY'nc� (fn I N a Fl1f(5)Mut flat&'1 IIME•1 � CO Y a Mml (x'xtb'1 PTONA)M flFFIAMG OF OC. (meq gU °wy, •� MRf£(3)M£w 9IAVICf➢6 FWfl(V)IRFI£CIORtf➢ORIMS ni xAnxux SPACxC 6 IO OC .E Is)iH£111 xIA•CIOES �• m eumn IW amx fl6 am • a'(q - • @ • • • "sa• • • E¢ • • C° • • �x • • 'x • u • ti a • i i i i i SI• f i •i yi • M • •• 00 Iliul 3 a ••••• • M ran(PI R—RU..mous a • • • • • • W aU I H H R H H H H 1 f f H 4 4 4 H 4 4 4 H f f 1 H f 4 4 H H M N H M • •i • • • • • • ENOLd JL WORK ZONE PORT AVENUE I ,>w Ix 21 21 21 _x (.�N'x a•I _e ss �e a �ff _x �g - _s W xy FlSf I5)OM'S u ^ ..e O Z CL 0110'5 AT NIIN mmREE Il)I1PE BlAdfl0E5 ENp ///��� (/5'I FlSf(5)OM'S SPACING a E5'aC. clam ti ( xY'�� f1FR OPPOSNG RINFlC LIfE OMa:flS(0110) fl�rY N YARK ZONE\ cuxm 5PAa0 Ar YNIxxY lax'O.C.VERR- aNaR ex[m (..-.n y ex[m PNf15 SPA®AT MINIMUM 25'O.C. AIfiO I 3 (.wx1r1 tfu_5N (5sx1s•f s // Utx••I stmu59 xr 77 ® 12f690 ORWlvC AS1 PROPOSED TRAPFlC CONTROL-PHASE BB ® WfR-479 x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x I (LNIX-SW) �3� V.E..Y9 H0.ll)Po.tm.O/ (]BOX•) �vE Pd IIB£dMf£IHE BESSXLE 9d d.ui ff 1 PVtE M.fP4A1Bl£dE QED(PflpP N _z SiB MAff BB CdS1PXCiXri PIPWd 1 iXN M �- Z BEV M�- Z R �!0 pl Nn IXOF PH.1ff®f.OX511AICPON G Diiqa EEXO % FWP(1)RXPECBO...I s�.v�u�i fxm9 Z uIXl� ""`" mEs fXw-Xn PORT AMEME ¢ s fxueI FWP(B)PErsEcmnau oPu. w sF w I N ut s U Z ni i a 9 PROPOSED TRAFFIC CONTROL-PHASE 8B (Ip{o W w •-sr ® � v�o uj .o 0 � E B— o U $ 0 Z 3 W N W HU I w W Y i= 3 s a snm60 Pr 77 12f690 OPIHIIG Atl. wrR-479 x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x cW... FGNR Ill P61ECig8tm wNNS V.E..Y9 HA ll)Po.�G/ Fdn(V)16RECitldffG wNNS PdiIH£//ldMffI3HE 9d NINL .��v ff N RAfE NIG EP—GXE TIED(fPgR 3°�@ �/ oreiK�vXmv ow�wnv r0 S H IN PENS 09 O]E IS MflgXEI ME DU ff PHASE�CQ5MNC11(IN X (cm-NPI E (x'xtV'1 Z A nNn Lu sFg w g w 4P W �sA a•-i � e APflF61FLtD)wUNS r M—IM rwIff b'O.C. • nam ffGED] SPADXG # N h S �(x'ra71 - qn(y AFnEcraaao oxws s N a BE IN I ED E MD NXWN B I E l i BE IN RACE NIO q'EflIBN:Fd ME wllflE A • ENO y ElE IN I:E AND DE NESSOfNE 9w$INL w NwARGX ff I—E B INPROWIEWR d fliPc. WORK ZONE _ y T ff In RACE AND fffRIH£ONE YEM PRgR 4 III d N B .SrMPNG PM-EE CCNSMU- Q a (Gm-�� Mfl0.1d ME END ff RIA£IS CGXSMNCPd II)�a,- -E.— X W Rd£E.—GLANS (16M18'I MESE rNG ONES NiE PDIECrd8ff0 WXINS r0 AENNN a=w ENO // • nR pl Pa fq — as M c NtlRK ZDNE� V�N� oRKwB, oP,KNA, �—` FRONTAGE ROAD ••..• I Ir�s��a ..• . • FRONTAGE ROAD PRGP05➢i a rEFlEcraraOowes 111111 I (`""") NAXNW SPACNG ?o'OL. rEN1-1 ClMEO (Gppyop� (kYt6� MIS ANE rG IEDIW GRN W E (=m i CROSSTOWN EXPRESSWAY � rs gmsD W(„) M (se•xrl END W g x6 W RK ZONE d F�WTA G o-'T >w bS ROAD (x'�le•) a oP :�) ONTA(>E RO W W stmu6l -f 77 Z 4T fi�"hrF° PEmru urwr�xa aHaPosrn rnAFFlc caNrna-PHAM ee ® r , WM-479 ,.,o � � nn FXroEcr IL x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 x NE.YM NA ll)m.B1.?/ O'OlZTo*E s '�SSMAY Ya N c� z � sad LUFROs WTAGE ROAD s z ?¢I z w s„� i” m" � 2 2 � s U N `M �m33 CL m IIIIpW�+ U-o PRP—MSHNG NN?V BONA$ME YE IN PLAa:NIO OPFAIEEE FtlV nlE mRRE ??M?GN 6 Al ®IYPRn�flQIrS MflEE(]I I1PE III } EARRCl�E$ M(1)ME Iu MR CRIES � E mNER •si[c�•Era �wc a msm Nml� (M-4R) PF805EVD Ca51wCRw IAA QRS U Q (c•-•) rn?(1)rwE III eAaNCAnEs '/WORK ZONE END (Cn�l Ivisl uc (Gm-1Yp MURK ZONE neva° ?R��Xwn, �' (a•ne") - (Gm-]Y1)\ _ FOJR(1)TYPE III NIflflICA➢ES (.18'X18•) Eras [ae'xxl a • �wo wo� � �wnlni aurin cw v o— I , , • • W V PORT AVENUE•• j}••• N M H h lV M N M 1 1 1 4 4 4 H z g 1B heel-AI IC�iY-�rl ICµM-]N I FFXCPoSm R61ECrdeIIO aXINS '-}x''\11--' E W d W • • (rYY•) IgMe) I,e,,,y AT NANY?N SPACIXC ff 1?'G.L >w EA • • rlw•(s)ono mrex(G)M IX NAsacAnEs Q g. N Q2 �L-�.—IeY(q�L —� im'pl�1---t gym'pl�1—-t �(q g fNaroSm rEflECraeIIu wuxs d� Ar NAnxw saAanc ar e'o.c W Fwfl(4)F61ECttXetf➢OMINS PfllP?SEO R61EC1?•3D?RIMS wE crosm QRa Q AT NAAWN TMIRG CF B'QC. m m MURK ZONE 3 P?AW E aIANCraF+r NESSALE SILK SNNL - (ce X (x•xYl (CMt-An E IX PLACE AN aEMIE ME XFF](MM F w,„• (x' ) IX"Rill') � m SrARRXC PHAff!B Ca15M?CPdI?mC?a .ryye iFIPd2PRY 51(MA_CHANCES rxflww rHE Ex?n-rHAff IS crus n,an MR(1)RE—TORIM MRAWS ,.,,7�. ^ MR(1)ME vI NMEECI➢ES P a SHEE162 ?f ]] REf69?OMMYI AV. .x w mlA AA.� w"qi] _ PROPOM TRAFFIC CONTROL-PHASE BB ® x-479 ,.,p � cnv PRa¢r IL x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 x NO,.1 0, —S.-S—ON % -hi --- ------------ PORT A*WE N 21 Lu w J, IN MD DOMON OF PHASE M INPRM HIM • or ON 0.- • (42 CIL • 04", Z Oil• A • 0 PROPM I-RING ARROW I-RD S11NE BE IN—AND M—E FOR ME ENIME pp OU.-6 PHASE. • 5 ui Ld iL Lq LLI aZ MR(4)NER.ECRONIM OWNS ir SON SIINL OEINPLAFfM M SWO 0 PHASE SO 0ON6MUCTNR1 Kis JV/ rxaaua ME END.1 rxA.RG-S—MIN ——— SffET63 Of 77 2eX,8;)E z.PROPOSIM TRAFFIC 00111TROL(M-5D PHASE SIB wrR-479 x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 x E Lu w Z ENO • POYrN31E CIW(CEAHE YE55ME SM SABWAS SMEET r0 SrIAnNO Q E P.- FWR(4)flFF1ECMM MUS C� ( CL 42 a M E nw(5)au� P.- (anal mum nr•nnw Rau moi! 1— P k� Ld Zk WiL 4t nw(5) La PORT A�W�W� E c m P_ f�! 8 46, sffET64-f 77 Z4 Z4 PROPOSED TRAFFIC E?�M-MASE 9 PROPOS®MAFFE?�M-PHASE 9 WrR-479 x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 AMI PINT AVENUE -E Er LU w z N oeiKwav (42 a PR—-NG ME WK WHIION T CMF I& W"'k iii 3 Ld iL 151 AV LLj 0 La ffii—ANO W—E— M—NG PHASE 9—U— E ENO OF PHAff 9--M --- -R MOP08ED MAMOMTROL-MAW 9 Z4 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 X AA.—C, BARRICADE AND CONSTRUCTION (BC] STANDARD SHEETS GENERAL NOTES: WORKER SAFETY NOTES: elBG 'IT 11 10 1.bUL,h equipment P be. t�o of ISEASM1 Art-i—No 0 Hig-VTlil 711, t 0, ct Spm S Allet'.1 Alpi .7—i-1-1 .VTXi obl' "A.S'1"1 -200A signdor0 sl MITA,11 11 Ul 111LO C101 DIXT111 (TMUTCO,. Pl1f11FXFIT C1111 2 11 3 ilk CW 3 garmentsc 2. Th:d.11IM— bd olligh of Control Pill (TCP)is the E:b,Td...d for high ti-ciffi, UR, o,Tight time ec— TbTlTty of the Er,gT. —t I —19.F,y lit—I flgti11 be 111—lbated when 1109g1ng is use..1 Er 3. The Co ...to,my F'S""tU thX,TCP to i 11,IiUllc LU b r r neve qp, A iC.pbd...'C.— el. COMPLIANT WDRKZONE TRAFFIC CONTROL DEVICES L A. The C-1-1 'r TI I. On 1 Y i products be used. III 'comp;q work il I So—C.1ib.A 1;.t 1C.1TC.1 describes N1.-1i products -1, F, l rhe pP11—ML. 1.11t IT,-1 11,11 t1c,T' 1111— l bel Abu- 1 Ff-FIT *111 1?�C t1offiFiFoo tb Fle ilk.Rhbe compliant with the N—ol ft, ga: A.... of. 'l;.be 1"7"of T f (MASH). AT. 'FFIM' _E1 ,—T IT' �hl�.'e A -'-T y Ass. Ti 11, (A SN +83 A 7.DOT L=i D1�;�'nnTe,.ice or englneerlo9 i�dgmen t." l Al"l, F,I 0AE WORK, _11— wA'l F - "I I= AF, THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT Fdl11F1T 111d 'Et, 11 111 http://'A" .Ndot,gm IT FLE Ft T� dii-t—d by'I I T a1 Th,BF-T,114- FFIT I MILES lig,lhFllba COMPLIANT WORK ZONE TRAFFIC CONTROL DEVICES LIST (CWZTCD) DEPARTMENTAL MATERIAL SPECIPICATIONS(DMS) 561 7. 1,E-l—, d- E-the mdl,,Aid,of MATERIAL 110TICE1— 'I'Ll F, , CL I Odlb FT791—F.1 c,1 1,11 c I bit old froffil 111IMS Cc 11 IF I F.A-1 UMAN— MA-ALK I.—.I (42 LU STANDARD HIGHWII 11CN LE1 S FOR TEXAS(EFSC) _8 A �ith tho dl 11i 7h the 'd U "t"T TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ITMUTCD) A b t L,I "'I, Ah T1.1111 E1111-11C 57A LAID S Do .V ch, 11 t-,, -F,s is P 9. Th .1 the RC lh..t.C1.AIL-1111. e Er9;-wil 7e e nI—ine 11, —,-11,high1 C.FF01, 1 TN T THIF,b. . ....cSi l —1 I t red.A... The 1111 ARN:11-1 11, _AA sign, STAY ALE--TALK D TEXT 0. .... he -FT LAT11 WORK ZCNI NF' 1711 11ti,A 11— _02_of"""' I — T li,BEGIN ROAD WORK FFIT X MILES, 5 CONTRI-TOR old END ROAD 1' lb I 10.1-Tcit . ....be C'j uj To,mobile F "it"'. ' TAX, m Z� 11. 1—'L L-1.1 U—- -,l only-L.— is oo—Ily in L'i progress A'fil-iti, _"N m 12. The EEngineerhasthe final decision on I...tiw of 11 traffic z La ll o-L.— SHEET I OF 12 E . >WIt Qi 13. Inactive Aq.i hAorrL old—11 Illilll:;.Tlll�lill.*,,Klllo�p�T.Itl,.IlI 1.. 9 Ty$t be porAld O.Oy from t1oV. KAh Th y At LF be I A. the La t— I.—I h—LI IN...1., q.hi OF qs P l by th,El...r. _J BARRICADE AND CONSTRUCTION GENERAL NOTES AND REOUIREMENTS BC 111-21 CITY%MELT IL X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X us.m xG.anmm.Wr a TYPICAL LOCATION OF CROSSROAD SIGNS TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING""HCAE T-INTERSECT1011 SIZE SPACING�ILE A1 = d gfi W.Rp 9 o spa (LSI 30 120 K F Y F \ F �x�rnszom CN2S Lu -EE !S .°.ao,o CRI>E.o ICM 1N..,P.,.Hpa°�.M o °w° ...a .P Ta i 71— F ,<F W g 8_3 1 Ell, goy . v.e.Ee „oM,m ow..owa AWxxo 61 aq^ 1011.11 .Bo oxox FlyCSI 1IMITS IT T-INI } ".� „y�E Ill s mav°s ee s. F- °th CIO ce e o.•.o.�.a°.°.".°.°" ".mw°.°". pm m".vee, T8L mr s a °e awm m,w ec anee s, orr.c t'm,.°i aim srce,e w,rc x°,w ,TaH vx vev awm a a ma ce wee<°c moi av n p. _ a w GENERAL NOTES S U "L ° iezo-ie*Hi m zs..o M°" wo�.e,maee wr.wwmm. F I1 aI WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITS Q hW¢ mW SIMPLE LAYOUT OF SIGNING FOR WORN BEGINNING AT THE CSJ LIMITS U�o S .08 O sy?; xxczo ���oxxn N LEGEND o W:Em HP>ST'� rz , Ao�xiAx+ ixE� Lj on oc s o su°"se.eea ese.°9„"Tee"s ro°�r"a a. °sema «°.m NOTES ° W C.1 SIDLE LAYOUT•OF m SIGNING"eFOR°WORK BEGINNING pDOWNSTREAM°OFn°THE CSJ°(LIMITS"tl W III- A p /� O1 SHEET 2 OF 12 E 1 W 2 ROAD '�` rcxo XX, zn OOU&E STaTEew C u° rc , s Openmenrol llamporteWen Z CLOSED z rn ll /\ BARRICADE AND CONSTRUCTION PROJECT LIMIT a � L. — — — — ". °e",�°��°°,w.",D.T.IiT ".,��".. BC(2) 21 3 vue rt p Iran a.rDe°zo m..r 00 XNX a sf ET67 Df 77 RCf69D DPAMti A'G WTR-479 CIN-—Li— DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X O.E.-HD—1 TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS brK IOM spsep Itmi is shall° regulotpry,estODlished in ottprO Will,the"Procedure,for E:tWjliMC79 Speed ZMes," oz�A g'E nM dRRroYW by Me Texas ironapartOt pan Cdmmlaaian,x b,Clfy 0,d.__e Wron e.Min Inwrpdrpfep City Lim;to. 5^� r� Reduced speeds should only be posted in the vicinity fis'= sd of work activity and not throughout the entire project. L]WITS Regulatory work zone speed signs (R2-1) shall be removes u45irs Z 5 IJ/ or covered during periods When they are not needed. W a 5=F W A ay gaP 141 SONE °� SO PY1D cxo SaP (.? 2oNE saP 7N0 R N N SPI ED w gl: V0 u, 60 " 7N0 Rel 6D 15 SPEED PEEED U ae 60 R: 640 RT S GUIDANCE FOR USE: II132(L •8y LONG/INTERMEDIATE TERM WORK ZONE SPEED LIMITS GENERAL NOTES «sign of I.Reoiec+ory w° al to I be used mona ly f°r—Gots of ctructi°n g ie� nerd—ed—111 ia of mb d,impdrro,lde. o 32.. o+a se cd nca+idn or r e geaxtrics ro 2.Regwa+ory w speed l imrt signs ehDl l be III—m agpdrta at D 7 foot—h— � E ��E' d hegnerea segnnsoeed ,nor feasihie. mour. elan}. Lora/Intermedi a+e 1 sigrs,w sent J.Seeedacn n.ec+idn of to,ole direction mormo of travel o are ny posted }ravel, U p Worx°d a sodhand nm0lh.tso 4 fore eed signs sh«id De: l1 'If ed ed oc0or Oano«Co emenf,urfocerl re ne.an II—, rci Winq: e10 m s0J.2 om1^ DI suDsionilei geanerr i<s Idivers ionsl 3 o a,e a... .. o of—eay oao c •«ra° s�quiamrr scee Fef ee,11-—In�n°e a legend and border m D ehire refs«tiVe i�th ground IS ing�o fAe on9ldsrdnyof iheaercaMlti x7st,wi a e«k z imiislNli"I[�J-51,ipn, LV rabr'wr'on er c+'id dl+ "4pvauCt SP are speed I' signs 'WORx ZONE"1G20e5oP lno °'eSPEEDne:M11'fP2-IlsegnL s.11 f De Reid far W u ,hduld rennin N, the h JI—,ly,n�. mn i he-,,!'V-17'1,h,'�mn y r Ire„sat. LJ SHORT TERM WORK ZONE SPEED LIMITS 7 D+ner.�,e n„ed urger aE4_e TNG DR COVERING I,h11). be ali�d,enleee ae d La d Tnis+ deeio�'noofd I.i is reduce rroffio speed,inti We Wr are rot limited M1 SHEET 3 OF 12 IL Q LS Z y 7e e M,n 10 fee}df 1—tr°�Ld edy «tad y Redn ^'' Inetha travel«woYa rmst ers C.Porgfo uong11h ee+s_ sig}IP[NS). �T eas MyenmentN iMrupanaHbn ea, �.W SD«ieT ren Wark ZonecSpeed-it signs shoo de posted D.Loe-p ee5°ndr °lets dr sen re. spxem o,„ Z [s y Men a ityo i U wren en ity i,rot E.Sceed mon.tor+. s^gns. ^ d Totoll °,i9,,dl oekr°end ed r ed. «t Y S,speeds,nnen an Sergi e.,..e are ra 11INatrdrid d lr. BAARR I CADE AND CONSTRUCTION R� d co.er d Ru<11. work Zone Speed L m ,enddid d ly ce«,tad,dwrd.ed f«a«n p al WORK ZONE SPEED LIMIT ID.Far mo ° c guidance 1—NO,the type of eork.a .aT. 'ds Iregula mp«tih,dl Idebble tory con m speed zone led.—see .DDT farm e1201 in the T-T e—sYetBC(3)-21 s a sffer68 or 77 w(f69p DRNslti A11 WTR-479 CITY PU.ELT IJ 903s9 s.reoi=n-.rnsowormeoreso,-aan n.w..wog..gym.n.oia.+.�.mrwo..�mawso�Nom su�oaose.q madmen Pr rn m so�a.zon X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X I[E J29 H0.11)Po.em.O/ X TYPICAL MINIMUM CLEARANCES FOR LONG TERM AND INTERMEDIATE TERM SIGNS GENERAL NOTES FM WAS ME SIM r°o geR- WOAD NDAH RO6+D ROAD --,m°oiam—Ili.,mwor os--m n,re Ere� r. o��d fis WORK N®RIA U1DRIX WORK - .^.a�r.<�<°°r L s s s^=•^^� ^_�,.e r�,.e�°<..o n.m° Sp o{ AHEAD AHEAD 6 &HEAR m=urD AHEAD reO @eR € u aa6 € e 3 °e..<<cnr°,re mmrm,�ma�^.,°��°,.m reF°a�wa,�ro.,° Z Ir Z 01 z FS gg• *M.o Plm�re ria ocoort o mmm.a,ro�p.,ac Plow. W Qs& _g p•� m,m+a anon wl ro o�m+P user ax�m as a mau or Ten " gab x e V r - .83 °� L spoor, ATTACHMENT FOR SIGN SUPPORTS _ ono.o a P w IT 8g 8 I II ROAD n Dewrom�aGma..•or.mxTa.o.om s U WWoWWar \ 'A XGI19a owl NOT [m rear 6 /�� EL ba r \1 ce a. (\��j��II13 D_ c .So Eaen s'9n :o•°mo",a ' �II13 p W_e 9N01 ee a nea qb5 OSWWF W te'OIeO 'y °°. ATgrA SMI 1 not De r°cc,.<°. re°as°sc..,I e a < ,, i _ e,< < a semen o,a O E :g•, join w vi I—Dy _SPE mY MOOO ,.reo�'.mears or PA-eTa U as a Tr P°r SUPPOF}S AMI not De pac Wq: orteM2E 0 repai re0 a.man,m,ro rew r�aan a o mrs I—,c r trw rL u use.c °°e n vasa omwwax W DYO ADIime'MS mer °m.,°.:Im.. •„era oN a.P.ra..o re or 5 0 5 OW PADDLES CONTRACTOR REQUIREMENTS FOR MAINTAINING PERMANENT SIGNS - "k arres°aa°rres.nn r WITHIN THE PROJECT LIMITS ' tl•'ara°,rear°^r Z °e rwre°°r 9 an r.. w cam ere r c° T <°e�6earv, ans. ae Ll ,re5 a SIGN SUPPMT KIWIS <SHEET,OF z w & s ���,A� .aaaP.rlm.Wta>.WmPaFrWWPW s°o^° � � \\' a �. re BARRICADE AND CONSTRUCTION TEMPORARY SIGN NOTES a aro ANEETI REOUIREMEN WHEN.'ED I LITI row• m° re roaae.,<e,. BC(4)-21 s .n u� e w rro 5uo PnCR6ROENO RFO i, srorn on rro ec sr^nmr^s ,m m'a aax B roar, ..° r n alta - -IVC Ntul°°e°o a!a..neer ire ceeroer'o�e rcr ace°vaer ecr '<o:o-^°e•s,'n°s ma, a'9n suemr�s D ace°^r s enfxcaouno oRnNGE a sn69 Dr 77 F(f6��9��0FF��ORppNHti Ae1 ? RFIR-4/'J CIIY PIMELT IJ 9Nfl9 s.,a�oi..+-.,nsowo,meo,eso�-aan n.w..wm..Lm.A.oia.+.�.m,wo..�m°ws^�Nam sup°ra°se.r maemm Pr rn m so.a.zon X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 X .1w AAA 0 A, U U. NZ A= t rr Luw A MTi T., WING CHANNEL PERFORATED SOLIARE METAL TUBING SKID MOUNTED WOOD SIGN SUPPORTS I—INTERMEDIATE TERM STATI MARY-PORTABLE SKID MOUNTED SIM SUPPORTS GROUND MOUNTED SIGN SUPPORTS WEDGE�ANCHORS ...........a...... h55 OTHER DESIGNS (L yy t x'T C�1—111, IEE —1— GENERAL NOTES T: ......------ ......,.a ................... 1Tww ylll I_ uj L'i Ld 1.ORTM`;.il I"I A. .1w z La jL SHEET 5 M 12 Y_ La z - BARRICADE AND CONSTRUCTION aK TYPICAL SIGN SUPPORT F......... BC(5)-21 SKID MOUNTED PERFORATED SQUARE STEEL TUBING SIGN SUPPORTS d LONG/INTERMEDIATE TERM STA71MARY-PORTABLE SKID MOUNTED SIGN SUPPORTS F(f6��9��0EE��OPppNHti Ari X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X ME.Y19 H0.11)Po.�.G/ aTlxxsl,REgxETxEP=MSFRq ,xLNIxT-q-..yq ^=E TNFPn RECOMMENDED PHASES AND FORMATS FOR PCMS MESSAGES DURING ROADWORK ACTIVITIES (The Engineer mar approve other me sages not specifically covered here.) a�g" e=PORTABLE CHANGEABLE MESSAGESI GNSF oi�d €E a en mwome�eeq m qw+a�a Phase 1: Condition Lists Phase 2: Possible Component Lists s=� " .�rq`mo .oral,r4r reio nq nose ares—hos Iq, Action to Take/Effect on Travel Location Warning xx AOvance .fi Rood/Lane/Rory Closure List Other Condition List fi S List LisT List Notice List QF: wie cmrey o s q e rm�q o a usr m�nemarme My FREEWAY FRONTAGE ROADWORKXXX HE I OAD MERLE ORM 4T SPEED E-FRI F"XXXX Z gh& P morreeaT, .e., XLMILE CLOSED xxxxREPAlFT RS NIGHT %RIGHTS ux+re arq"Eris ro rarer ra m eqe FviT Oas[q.'m nor rre eLu s. ei.oye use me rwre ws�nrersra+e ceslmor'�on ilx, s.sx,FNi ROAD SHOULDER X%%LLER LANE DETOUR USE BEFORE MAXIY.W W 4F • CLOSED CLOSED %FT HARRgY$ NE%i xx RAILROAD SPEED %% Z ;� a Hoo me Mwla x i Su x XXX FT X%%FT x Fx1 41"11.T gOS51 XX- PM x e 8 ` OAD xX RIGHT LN RIGHT LN iW0-WAY SET I.SE E%IT ONE%TNa MINIMUM x6ECINSM 'g5 eFLSDX% CLOSED X%%XFT [x F IC Ex IT xxx N �% SPEED MONDAY W 4c$ FT FT MILE MILES MPH p3h RIGHT X RICHT% MERGING ONSI TA a PAST ADy15 BEGINSH. %^ g8. s e s qe LANES LdNES X%%%FIC %%%EPIC U X TO I xxx N U� X%PEEDMAI XX V. .83 CLOSED OPEN FT FT SOUTH E%Itx PH ?� na,mq q e rro gym, eLOssO o OSURE xxxxV Rr xxxxER u5 Uxxxs C� xxxxxxx Ex�T £$ rnor ssroii ror.zon e y w.errsce yxaross NIGHT ICX1 SOUTH DETOUR ROUGHT HATCH �Ex�P T US X USE NEXT E N w %h rn r mole +m LANE EXIT zMILE ROADT TAOR OELnrs TOXX CAUTION FR = 2 CLOSURES CLOSED %X%% UCKS �A FM%%%% 8$• .s s s m y IDUS EXIT gpADWORK ROADWORK E%PECT PEP E ORI VE M () a9 + LANES XLOSEDX PXXX NE%T DELAYSSAFELY X� S Q 56 CLOSED MILE SH X FRI-SUN STTo M N EXIT F RIGHT LN BUNP US % EDUCE DRIVE III CL H •'a �,,,r,.eo o„,s,xe:oa•e�a.9..,�sa.o res CLOSED I TO BE %%%%FT fy%IT SPA FD SHO SLLDER MITH A GUEx CLOSED .LES i CARE x nG .. x .oB mr..... imrw'srs ono.� m y ce oseo ra a er+vxer. MALL %LANES TRAFFIC LANES USE WATCr TONIGHT W nr Imr. U ti- o• POK nos uuozr�meM.a w+cern sen es a sx'ie¢or nw zmrci�soi la DRIVEWAY CLOSED SIGNAL SHIFT OTHER FOR XX PIA- a yy$; mrs.¢aporaorlo+e. CLOSED TUE-FRI %X%%FT IF ROUTES AM O [ :_•• D ANEs 1IFT,n Pme<I n,,..m„a.q.,m sTA.IN LINE.n Pmm E E woxq w PxxnsE x.AT oxo qN vxxns III-1111c,AI x BLVD x N L •N Wx s+e APPS oaT Ion Wa.i lnea Note s, p - CLOSED NE U O e M Nl M r NP. APPLIC.ATIW Oul OELINES WO 1.AET¢WM.ATIYES Nr Itt, '° _ awn Cxwai urn nq.w eewe�u+w myr`emyee�as Naiaceq m E.1. x mq SiID em are FI e a iaq+m mmw mxwe. LV roar Ro JUR Fnln nnae PT x e.A La m Pmw,1 rreewY r qva me rx.r E set a e I M qm em w n T T n+x r'ra+ sox a.ANFAo nm a wee'nereae er a n+mmv Hor HI ser.ce Hoa SERv No s. r+n PM ve uma'n uMieme,+My m¢r a attoarM M T.FT as ME M L[va YIIEs mmammq m mrrw'are. Ld ^� Ecsl Snou ear SxLov q ninlmm ar iM0 r+.Fan POK W a IT Ira+o+a Mwan. e.AT,BFFCPF am PAST In.ercMxlee w reewq. `. Ld mare.nm me.eex....ro rte vx. 1e rP wru_1 ae igcgrm mw.a oeaa el�m�nmea rrm rm m¢eme.r o SHEET B OF 12 La d O s I Agra q w xmx. ave m T111T,Nw s P4oxl o:Poe Q Gl eacTwa nY nLxL -- "xs PCMS SIGNS WITHIN THE R.O.W.SHALL BE BEHIND GUARDRAIL OR x CONCRETE BARRIER OR SHALL HAVE d MINIMUM 0 FOUR 141 �Te.as OePWnmenr e/mzurwneriox srone.n'o �.La Z xc PLASTIC DRUMS PACED PERPENDICULAR'0'PATTIC ON TIP UPSTREAM SIDE OF THE'LMS,WHEN EXPOSED 0 ONE DIRECT:ON a J OF TRAFFIC. APFN FXPOSFD To TWa AAr TRAFF r. TRF FOUR L LJM5 BARRICADE AND CONSTRUCTION K SHDU_D BE PLACED W119 ONE DRUM AT SACH OE HE FOUR CORNERS OF THE UNIT. PORTABLE CHANGEABLE Q FULL TRI.1.1 IIENI MESSAGE SIGN (PCMS) ; C-1-LE111E IJ- d,e e q em eq a xlgq y m�mn .P.Ms o e.....Ina owP111 I nro�nT Frg111eELE BC(6) 21 . reremeinq EL :.rer ne a sRSET71 of 77 W(f6��9pp-479 ��0ET��OWW1ti AriE� ? WEIR CWY%MELT I� s.sPoi=n-snsowosmeoseso�-aan n.w..wog..sm.x.oiar+.�.mrwo..�mawso�,rom su�oaose.e maemm or=m m so ra.zon X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X U.E.n9 NO-1 LOW PROFILE CONCRETE 0o e c ra o er a 000c .. ,e,s BARRIER CUSED axa z R <ggG IA roil o-mx<a� IN ILPBI WORK C8) aev�u.P�•eea perpvgieuiv.•eranie on rre wa.rean eia•<.r•«ie. o��A lore r .,o-.1o. Sp'" % a. Tm r-..o.mora moriammi<.o a.ao or.e•,oiie.�cq s>amis. •°"e. roma Z 4.B moo���.o„Sc.�: <oeomre�me�oaa. 2 9ng i.. LOW PROFILE CONCRETE BARRIER ILPCBI Lu Lu sad J' Z CONCRETE TRAFFIC BARRIER(CTB) RE OR IF TORxLR c.mlw .LIES IxD m>xoxD T<II��, m Im•�� DELINEATION OF END TREATMENTSm �c,�ma. w Dior ro mrm END TREATMENTS FOR N y E.' CTB'B USED ^. DOARLI ARRD. RIG-LEFT AR R xv r 2 ,eel. Ir' .wro<anon; SEDUE.TIALLCxEVROx U gg" -awoy vier.ma IN WORW ZONES e _ • R. ,a„mr�Wr o,oa,am•o. .o.a•a.r o.a.«.,..m ro III a N c gt R<<« ., .•< «m«a m a.m m m <M.., :TE e1 e` x w . fi BARRIER REFLECTORS FOR CONCRETE TRAFFIC BARRIER AND•ATTENUATORS a "•O e"`"°m"�a• I�a ^ew�� o~o WARNING LIGHTS i NI_ I ~ E e Y .rwn oT Dana "Im°'r0'000ras.ro.. ooaor T U L REOUIREMENTs ,gnrr lc e.RR Es oR e�.non.�� Oa r Z LIWn m WARNING LIGHTS—TED ON PLASTIC DRIPS em.1—t.a.n<o-a<..or. FLASHING ARROW BOARDS WU SHEET 7OF 2 1W ,.Tne mox m amc rq o o • q s o aroma smu a m avn TRUCA-MOUNTED ATTENUATORS *-• n rm•�e or nanspweaA mora. �.LJ WARNING REFLECTORS WOUNTED ON PLASTIC DRUMS AS A SUBSTITUTE FOR TrPE C ISTEADI SUNNI WARNING LIGHTS n,ro um�ni,•r BARRICADE AND CONSTRUCTION d J ~ m, r. r«M,.a<U.1 IARROW PANEL. REFLECTORS. •,r<,m,ar a<e �• m,ra«e,am«e,M.,«m,« WARNING LIGHTS]4 ATTENUATOR 3 m aa,m<ora,�«a,<o. I,e.er<ama,ro,..•,a,eo«a..�o.aR amara..aa•,�a m,o.«e� „ .. T,r.„.,....,,�, , .,x,ate•e«•see m «,.<«r,«<arro <, „«•a,,a, arm BCt7)-21 a.,.•a�e<"„ne.are��r<.�«.w,«��ma�...R,.•I�<���.•.<aM<I�<•�.�.P,r<..�<•re,....,�«.�.�.,r<w,.�e,.,� I�o.�,.<oa�,a,ve .. ma•�ae«r<ml.a;..�,<�,a�-x .. a. r««.ar,r<. ...me<a•,a.�<..r�e«Tx.. ®,�,x<,<me.ea. "s,.� a .,r_, ..,�..or�"4 r<,<o.ar mou�A<.aam.«m,K<�«o,,�.��<<�eor<ae aoaoo<n,o,�,•< m> R««.m<ma•e< ,.•o.,o,<a� .9 .<.,00<,a,<a, r,a. a sDn72 Dr 77 F(f6�9�0F�OPpNNti A�Y/LF� ? WEIR-4/'J CRY PIMELT I� s.,a�,i..+_„nsowo,meo,es•�-a,n n.w..w,�..<m.A.oi,r+.,.m,w,..�mawso�Nom su�oraose.q m,emm"r rn m so,a.zon X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X .E.-Na 11)Po.8941 GENERAL NOTES 6E m rrearns.m�.m mei m wea es •s a m a 5= d `oii.�mes roea��ra�s me rews eo .«0—ow.:w we o.a twee w =•0'"^ a ooaim,nuru.r�omrcos i.wmsa wm.e e co�gr�recorzeceroi,�easanms..R.sanw°wx nwzon wsrrua.m.+rnoc an.cce mIr.rareorari l.cce.mc.mm�m„rrra.o Iw�cee,n.�lems' v omrea rrruiw�Teyr o.ecArs e�i«rer TI. z Tqe ans trA. m d- ,s° vw,'m r«e W acA z'^e owrl.0.Irn n. cne.rw ai.e,Wooslnp Tromc Lme moor..,n a',owrce sn • ° onto, ro• m m w r a«.ozm.a«P son • ma re o.m ae:r es rc «�e.aoro.m vo..rer Z A..E ro 5� �a�'nsi.ee rron msec, a morns« mre rmr.o.a m.wee r e�, '�` or arq mr E aL� ggY s amree xe'«e a ®ro�oa'n rc«rinmec,«.T.rw me Pi,aood eAlLxRi,AAR Metal sign 8 W Q$ F FSS NOT De Seg GEMERAL�DESIGNr REOUIREIENTS S Dbf DteB B=- M ag^ p108T iO aEllne 28° 2. re mar mamsesm M re mq trw r T J� w.e 1 s. SIGNS, CHEVRONS AND VERTICAL PANELS MOUNTED py JJl) l\ GN PLASTIC DRWS A. 11111'Ill TID sEy Pwm wn ,� a II132(L c .Sa ,o,eeoro.ea s H c es ana a m n mm o a roa.ra as a,. r e s:e,o ee re mae .,.� o.nem E 022 io.or�m ona ocse snot�ce mwxea..,n mmmroc,erw s nore wa.omwnnoe.. � eonrce. ., oe�.re�rm eon U � RETROREELECTIVE SHEETING wncemie Eape - .ci.s—ld ml:..ema ne mmi,z m eaa orner.ar so== ea DETECTABLE PEDESTRIAN BARRICADES m u v Ld BALLAST. .. rr mkr.m,. .a. e..e»re mre.«�o....°.e..m RoworR or me a mrvnrea m o mr°ce«un.r rn W jL SHEET 8 OE 12 IL 1 W .a �> aDroe`Rssnzw nerep«msnn tl W G7 17t �.°ewe«mm� e Pom « BARRICADE AND CONSTRUCTION a °,��«,m,amo,� CHANNELIZING DEVICES a o ma.r•we.n.,...,.n .re ce,,.,a BC(8)-21 s F(f6��9��0EE��OFppNRti AYL ? sE1R-4/'J CIIY PIMELT IL s..a•oi=n-.nsowo.meo.eso�-aan n.w..wog..cm.A.oia,+.�.m.wo..�mawso�Nom su�oaose.e maemm er rn m so.a.zoo X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 X AG—1 R GENERAL NOTES geISd im Th, 11 .111 71 1 0 "" ; z vp-,L VP 1R ILL -1AA ED A ............... I 1h. Iii A, FIXED me aj$ 1—7 DRIVEABLE CHEVRONS T- gp (L h 4, 3o 35 1 Oc Lx,is 1Z 35 1� 265 295 Ill 10 F. 11 -660 LONGI CIANNELIZENG D—ILCD) PORTABLE VERTICAL PANELS (VP8) 42. 3.LCh nl I I 1=li, YI,C AA— WILDI 11..—A = —n W ec"ol. SUGGESTED MAXIMUM SPACING OF w CHANNELIZING DEVICES AND m a MINIMUM DESIRABLE TAPER LENGTHS w Ed WATER BALLASTED SYSTEM MED AS BARRIERS z wa. > CJ Or 2.TN,OTLD AA SIEET 9 OF 11, wrm e, 1�—in 12- >6' firmvA C)z MaN BARRICADE AND CONSTRUCTION `�'OTLT-11 =a"in- --1- CHANNELIZING DEVICES—1 A-, ma mer BC t9)-21 8 HOLLOW OR WATER BALLASTED SYSTEMS USED AS OPPOSING TRAFFIC LANE DIVIDERS i LONGITUDINAL CHANNELIZING DEVICES OR BARRIERS SffET74 of 77 WTR—479 CRY PRO.ELT IL X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X V.E.Yd9 H0.11)Po.�.R/ TYPE 1 BARRICADES I•^V.mr snR ROAD _�_ - aff@. _ . ^ , t a;l smr,ala o, evr,coaee, sae mvar. w 11 CLOSED Ocx-s* \�\ _ � m1 a.uu oa�� �`A herr or 1.e ooe,ar oca' 3�� - PERSPECTIVE VIEW o Par Z cer;tln.s ce w eer re mpsn Lu _a V �' or,ne<�,.er.e1.eieen,ce, w SFS aea aro„e,ro r.ar�c,niese�vmeawo.e PERSPECTIVE VIEW / Def /— \ ® LEGEND Z ELS YA�ea < Roamor 0 IIP. g -, III mea ITT Fs .Y ,a",o1 wn.-a, crw,m ous esoo w,ess - - T=:z, o ms. PLAN VIEW ® ® LT FTga ee. rc WVIEW 2 g"B TYPE 7 BARRICADE (POST AND SKID) TYPICAL APPLICATION CULVERT WIDENING OEN ING 011 OTHER ISOLATED WORK WITHIN THE PROJECT LIMITS E"L T a nimm /�� N .Bo isn.v CONES \Y�:2 p W w TYPICAL STRIPING DETAIL FOR BARRICADE RAILVZ U~o Hz I E x='rTYPICAL PANEL DETAIL'S Teo-Pie wra CYN,-PI—cws Tuo 1 M-.1r FOR SKID OR POST TYPE BARRICADES Z LAI COD2B'Cass sMII Hove a m,niam re;ant of 9 Ii2 m v R'3-niece c e eml n W W .i�.a, a WEL 5 & SHEET 10 OF 12 a Q W �. o-°a'�A ® s1a<vu[ / ea< r e mo. ee menmm ,*mDeP<sRaanxwWaaroaTeaua __ K OW G7 ®O a� ~o0 BARRICADE AND CONSTRUCTION - < '�\ °� aa�. _.•�� "° CNANNELIZING DEVICES a „r=e<I .a<,r< EIC I10) 21 A 3 TRAFFIC CONTROL FOR MATERIAL STOCKPILES F(f6��9��0EE�TORppW1ti Ari ? YEIR-4/'J CRY Pntl.Etl IJ 9Nfl9 s.ra"I=�ramaormeoreso�-a"n n.w..w",..rm.A.oi"= .mrw""., awzo�,»om su�oraose.c m"em.d.r rn m qo.a.zon X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB1 11 X TemDorrory Flex;Oie-Refiect;ve WORK ZONE PAVEMENT MARKINGS Roadway MOrker ToDs DEPARTMENTAL MATERIAL SPECIFICATIONS_ zA REMOVAL 01 PAVEMENT MARKINGS "1 1100 11 1T 1111 ............ tea, <.M 2 Lu DZZ' IS A rc W I.A"Y 4,TI.I-- ase STAPLES OR NAILS SHALL HOT BE USED TO SECL11 TEMPORAR FL XIBLE-REFLLCTIVE ROAMY MARKER"I IT I'll'Z: 1. A. 'i. ;ASS TO THE PAVEMENT SURFACE —IN I I,— .111 T I-A! • .......... RAISED PAVEMENT MARKERS .......... IT-111,-1-1AT AIK111- PREFABRICATED PAVEMENT MARKINGS Q: :ao AAA (9:2 OL a rrc em mec.s e, — 1. IT— KTI—1-11—1 ars-e2 � ........... IE z 22 MAINTAINING WORK ZONE PAVEMENT MARKINGS —1— Tll T,'I RAISED PAVEMENT MARKERS USED AS CUIDEMARKS 3.�1 "A W LAI 8 LAI jL SHEET 11 OF 12 IL W.LAI LAI z BARRICADE AND CONSTRUCTION PAVEMENT MARKINGS BIC I I 1 21 X DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 X PAVEMENT MARKING PATTERNS STANDARD WORK ZONE PAVEMENT MARKINGS DETAILS �ggW a==N iR =I ° . , DOUBLE Q a NO-PASSING TO Rt1 re„w °} ®o°ooa o....oho yyo r� o�o°oo° LINE ar°Iz-T Y l Z 2�& REnEcralsD P.vEIEx,WR.Ixcs P.,rERN. ulssD rAVEIExT InwEa PArrzRN A r rroe IIs r D°r.°na •:” LINE ..,Re*rw I- a oll-e. a er0, °.r rr°,,, LU _ ssg >"a <. SOLID L — Z - 4:. EDGE u� LINES DR SINGLE °6 3L I� ,� NO-PASSING LINE ° REFLECTMIZED P IEWNT xLRK1ACS PATTERN B R.ISED P.VEWN,WR.ERS P.,rERN B - WIL°'D o d ° DE %O aB3 vertu-�wrm.v�,"vra%aar�r„ree r°..er„°r>�xn Povne,�r.v,y.. T"0,"`•. LINE .. ° ° ° ° ° :e CENTER LINE 6 NO-PASSING ZONE BARRIER LINES FOR TWO-LANE, TWO-WAY HIGHWAYS �rth / ............. > _ CENTER o+o�O_s �rr°egl c o.l—A LINE 40 S WRir ,vw {�°vw -..�°°°°°°° .o�v°n..�.o..>�°°"°v°..... BROKEN LINE v..i.n iia'^}^D°'�—�f°m�r,w r,i,ar �S.3�IUpWw LINES , U�`D Y1 P.erm-�cvr,e.ax"L."vr Be aueaP•urea r°.«r,xra�:aa Pvemr.v.pa. RAISED—Ew"WR.ERs r I-D AUX ISL IARY ae,£ 'I a g EDGE B LANE LINES FOR DIVIDED HIGHWAY a ° LANEDROP /� !�� �t LINE "� I � r T vm.ef oomv °odoo�rvv°vv v°vvo3v T, °o°°o vv°vv°v O REWVABLE WRItINGS s -50 ov°v o`v 'RITR RAISED PAVE.NT WRKERSl> 7 — R — — — ,.� ,r w, s E T AVB[MT xYbNNDS *rm R Durr R.ESED I.—x.BIFIR I W V � P..°R.,B,rax„Ra�,N.ter•`LANE 6 CENTER LINES FOR MULTILANE UNDIVIDED HIGHWAYS °°o< °"`°°°°`"°""'"`°` """ "eO-r "°"°°`""°""4°"'"" W g SHEET 12 OF 12 E >W aix g rva V Ourr * tl L— a a W ” �, °""o........... r"ce""o°°°o"" BARRICADE AND CONSTRUCTION °o aC PAVEMENT MARKING PATTERNS .01 rrb r.I-E BC 1121-21 A REnmDRExED r.vEIA;xT.I.RNIws WIssD P.vEeExT 1.w.Em _._ ivse i-mS.E� TWO-WAY LEFT TURN LANE ��•� m°^^ _^^^^^ e a sn77 Df 77 R(f6��9pp ��0�E�OPNHti AYL ? YE I R-479 CIIY PIMELI I� x DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 7112/21/2021 (MM/DD/YYYY) ACORN° CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Brady, Chapman, Holland &Associates PHONE FAX 10055 West Gulf Bank vC No Ext): 713-688-1500 vc,No):713-688-7967 E-MHouston TX 77040 ADDRESS: eCSR24@bch-insurance.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: Phoenix Ins Co(Travelers) 25623 INSURED CLARKPIPELINE INSURER B:Travelers Indemnity Company of CT 25682 CPC Interests, LLC dba Clark Pipeline INSURERC:Travelers Casualty and Surety Company 19038 Services 6229 Leopard Street INSURER D:TravelersPropertyCasualtyofAmerica-TRV 25674 Corpus Christi TX 78409 INSURER E: St. Paul Surplus(AmWINS Brkg) 30481 INSURERF: Travelers Lloyds Insurance Company 41262 COVERAGES CERTIFICATE NUMBER:616593494 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY DTC01J092295PHX21 2/1/2021 2/1/2022 EACH OCCURRENCE $1,000,000 CLAIMS-MADE OCCUR PREMISES DAMAGE TO PREMISES Ea occurrence) ccurrence $300,000 X 2,500 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO- JECT 1:1 LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY BA31_3493922126G 2/1/2021 2/1/2022 COMBINED SINGLE LIMIT $1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED FIR ER DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident L $ D X UMBRELLALIAB OCCUR CUP1J3612782126 2/1/2021 2/1/2022 EACH OCCURRENCE $5,000,000 EXCESS LAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$1 n nnn $ C WORKERS COMPENSATION UBlJ0939132126G 2/1/2021 2/1/2022 X PEROTH- AND EMPLOYERS'LIABILITY Y/N STATUTEI ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICE R/M EMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E Contractors Pollution ZCC71N36805 2/1/2021 2/1/2022 Pollution Limit $1,000,000 F Contractors Equipment QT6608075X250TLC21 2/1/2021 2/1/2022 Scheduled Equipment 3,146,808 Leased/Rented Equip. $400,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) The policy includes Blanket additional insured on the general liability per form CGD6040219,and automobile per form CAT3530215,with a waiver of subrogation on the general liability per form CGD3160219,automobile per form CAT3530215,and workers compensation per form WC420304 when required by written contract. This insurance is primary and non-contributory as respects general liability per form CGD6040219 and automobile per form CAT4990216. Contractors Equipment policy includes Blanket Loss Payees per form CMT5600110. Contractors Equipment Deductible$2,500. Project No. 19038A Port Avenue Water Line Replacement CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Corpus Christi-Procurement ACCORDANCE WITH THE POLICY PROVISIONS. 1201 Leopard St., City Hall, 1st Floor AUTHORIZED REPRESENTATIVE Corpus Christi TX 78401 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NOTICE OF AWARD PROCUREMENT Contractor: Clark Pipeline Services, LLC Project: Port Avenue Water Line Replacement PO Box 9277 Corpus Christi This notice serves as confirmation of award of the referenced Project, to your firm, by the Corpus Texas,78469-9277 Christi City Council on December 14, 2021 in the amount of$4,856,722.99. Contractor is instructed Phone: to execute all necessary forms and submit all required documentation as outlined in solicitation. 361.826.3160 All required Form 1295, insurance and bond submittals are due back to this office within 10 calendar days of receipt. The following document submittals are required to prepare the contract: Form 1295 Certificate of Interested Parties Performance and Payment Bond — Required bond forms have been provided to you for execution. Submit one set of original hard copy performance and payment bonds. Insurance — Refer to the contract documents, Section 00 73 00, for insurance requirements and submit proof of coverage. Submittals will include a Certificate of Insurance referencing the project name and number and all applicable endorsements to the policies. Please contact Lois Hinojosa, Construction Contracts Administrator, if you have any questions regarding this information. 12 l 11 Josh C ronley U Date Assistant Director Procurement RETURN DOCUMENTS TO: Lois Hinojosa—Construction Contracts Administrator City of Corpus Christi—Contracts and Procurement 1201 Leopard St. - City Hall, First Floor Corpus Christi, TX 78469-9277 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 00 61 13 PERFORMANCE BOND BOND NO. 4448814 Contractor as Principal Surety Name: CPC Interests LLC DBA Clark Pipeline Name: SureTec Insurance Company Services LLC Mailing address (principal place of business): Mailing address(principal place of business): 6229 Leopard Street 9737 Great Hills Trail, Suite 320 Corpus Christi,TX 78409 Austin,Texas 78759 Physical address (principal place of business): Owner 9737 Great Hills Trail, Suite 320 Name: City of Corpus Christi,Texas Austin,Texas 78759 Mailing address (principal place of business): Contracts and Procurement Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Texas Corpus Christi,Texas 78401 By submitting this Bond, Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): Project No. 19038A 866-732-0099 Port Avenue Water Line Replacement Telephone(for notice of claim): 866-732-0099 Local Agent for Surety Name: Lonna Pokrant/Keetch&Associates Award Date of the Contract: December 14,2021 Address: 1718 Santa Fe Street Contract Price: $4,856,722.99 Corpus Christi,Texas 78404 Telephone:361-883-3803 Bond Email Address: l okrant keetchins.com Date of Bond: December 22,2021 The address of the surety company to which any notice of claim should be sent may be obtained (Date of Bond cannot be earlier than Award Date from the Texas Dept. of Insurance by calling the of the Contract) following toll-free number.1-800-252-3439 Performance Bond 006113-1 Project No. 19038A—Port Avenue Water Line Replacement 7-8-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Performance Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators,executors,successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal faithfully performs the Work required by the Contract then this obligation shall be null and void,otherwise the obligation is to remain in full force and effect.Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal CPC nt �s LLC db ark Surety ireTec Insurance CPmpan i Pie rvice , Signature: Signature: Name: Name: Dennis M.Descant,Jr. Title: ' Title: Attorney-in-Fact Email Address: 'C-c 1- c C'l«r tc.(.),re((n z-, '"`--Email Address: dermis.descantpbch-insurance.com (Attach Power of Attorney and place surety seal below) END OF SECTION Performance Bond 006113-2 Project No. 19038A-Port Avenue Water Line Replacement 7-8-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 00 61 16 PAYMENT BOND BOND NO. 4448814 Contractor as Principal Surety Name: CPC Interests LLC DBA Clark Pipeline Name: SureTec Insurance Company Services LLC Mailing address (principal place of business): Mailing address(principal place of business): 6229 Leopard Street 9737 Great Hills Trail, Suite 320 Corpus Christi,TX 78409 Austin,Texas 78759 Physical address (principal place of business): Owner 9737 Great Hills Trail, Suite 320 Name: City of Corpus Christi,Texas Austin,Texas 78759 Mailing address (principal place of business): Contracts and Procurement Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Texas Corpus Christi,Texas 78401 By submitting this Bond, Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): Project No. 19038A 866-732-0099 Port Avenue Water Line Replacement Telephone(for notice of claim): 866-732-0099 Local Agent for Surety Name: Lonna Pokrant/Keetch&Associates Award Date of the Contract: December 14,2021 Address: 1718 Santa Fe Street Contract Price: $4,856,722.99 Corpus Christi,Texas 78404 Bond Telephone:361-883-3803 Email Address: 1 okrant keetchins.com Date of Bond: December 22,2021 The address of the surety company to which any (Date of Bond cannot be earlier than Award Date notice of claim should be sent may be obtained of Contract) from the Texas Dept. of Insurance by calling the following toll-free number:1-800-252-3439 Payment Bond Form 006116-1 Project No. 19038A—Port Avenue Water Line Replacement 7-8-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors,successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal pays all claimants providing labor or materials to him or to a Subcontractor in the prosecution of the Work required by the Contract then this obligation shall be null and void;otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the some extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. - -- Contractor as Pvncipal CPC 0 LLC i 1 9 Surety `3 irce Com eTec Insura any P" fine SeLyices, LC Signature: �'� Signature: /� � ��!' Name: ( ��i-oOt�c%L`-��f'p'�' Name: Dennis M.Descant,Jr. Title: 17,20 t I"9 C" Title: Attorney-in-Fact Email Address: Cc L rn-�t_+C h- Email Address: densis.descant(c�.bch-insurance.com (Attach Power of Attorney and place surety seal below) END OF SECTION Payment Bond Form 006116-2 Project No. 19038A—Port Avenue Water Line Replacement 7-8-2014 DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 POA# 4221073 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That SureTec Insurance Company,a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris,Texas and Markel Insurance Company(the"Company"),a corporation duly organized and existing under the laws of the state of Illinois,and having its principal administrative office in Glen Allen,Virginia,does by these presents make,constitute and appoint: Jeffrey L. Brady, Dennis M. Descant, Jr., Cheryl A. Sanders, Michael Inman,Timothy John Brady Their true and lawful agent(s)and attorney(s)-in-fact,each in their separate capacity if more than one is named above,to make,execute,seal and deliver for and on their own behalf,individually as a surety or jointly,as co-sureties,and as their act and deed any and all bonds and other undertaking in suretyship provided,however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Fifty Million and 00/100 Dollars($50,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: "RESOLVED,Thatthe President,any Senior Vice President,Vice President,Assistant Vice President,Secretary,Assistant Secretary,Treasurer or Assistant Treasurer and each of them hereby is authorized to execute powers of attorney,and such authority can be executed by use of facsimile signature,which may be attested or acknowledged by any officer or attorney,of the company,qualifying the attorney or attorneys named in the given power of attorney,to execute in behalf of,and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company,as thecase may be,all bond undertakings and contracts of suretyship,and to affix the corporate seal thereto." IN WITNESS WHEREOF,Markel Insurance Company and SureTec Insurance Company have caused their official sealto be hereunto affixed and these presents to be signed by their duly authorized officers on the 17th day of September ,2021. A �r SureTec Insurance CompanyuRANO JtRANC��✓✓'' arke�(,dsurancej mpany �Y r X .q sNOv� � r11 F•�0 By: LU)IU S Ig =a SEAL �., BY: Michael C.Keimlg,President , 9� 1 �i�g'• Lgrq�$'`? LfhdeyJenni Vice President' utl��� State of Texas *. ✓� ttii }!7 County of Harris: On this 17th day of September ,2021 A.D.,before me,a Notary Public of the State of Texas,in and for the County of Harris,duly commissioned and qualified,came THE ABOVE OFFICERS OF THE COMPANIES,to me personally known to be the individuals and officers described in,who executed the preceding instrument,and they acknowledged the execution of same,and being by me duly sworn,disposed and said that they are the officers of the said companies aforesaid,and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies,and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now in force. IN TESTI MONY WHEREOF,I have hereunto set my hand,and affixed my Official Seal at the County of Harris,the day and year first above written. 8 in..a.,ppaw(t.!!«fqa�Yr j,),[.^.«x . ::,y ✓^ II taf 1 r 'i e. By: Vzt � ( AJly-,Cnii m gtri f rt(r Xo ia�havez,Notary Public_ i,`;:•'`C!-:.PTE. M,P.FE (j ?U2A commission expires 9/10/2024 We,the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do herby certify that the original POWER OF ATTORNEY of which the foregoing is a full,true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF,we have hereunto set our hands,and affixed the Seals of said Companies,on the 22nd day of December 2021 ure c Insur, nce any �'_... . .. Me Insura�e Company J, X11 " � O By By: M.BrAt Beaty,Assistant Secretary Andrew Marquis,Assistant Sec/�#y Any Instrument Issued in excess of the penalty stated above is totally void and without anyvalidity.4221073 f✓/ For verification of the authority of this Power you may call(713)812-0800 on any business day between 8:30AM and 5:00 PM CST. DocuSign Envelope ID:682A47C5-CACB-4E21-9388-9CDD54AOB111 SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#: 512-490-1007 Web: http://www.tdi.texas.gov Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ------------------------------------------------------------------------------------------------------------------------------ Texas Rider 8/2019 1