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Palm Engineering Construction Company Inc; 2026-03-17; PWS26-3985TRAN
Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 1 CITY OF CARLSBAD San Diego County California CONTRACT DOCUMENTS, GENERAL PROVISIONS, SUPPLEMENTAL PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR CPFCDSL 5308(025) FUNDED PROJECT BARRIO TRAFFIC CALMING PROJECT CONTRACT NO. 4015 PWS26-3985TRAN (RE-BID) THIS PROJECT IS A FEDERAL PREVAILING WAGE JOB Federal Wage Determination Applies THIS CONTRACT WILL BE SUBJECT TO THE FOLLOWING: o PREVAILING WAGE RATES: STATE o FEDERAL TRAINEE REQUIREMENT OF (4) FOUR o APPRENTICESHIP o THIS IS A COMMUNITY PROJECT FUNDING / CONGRESSIONALLY DIRECTED SPENDING (CPFCDS) o CALTRANS DIVISION OF LOCAL ASSISTANCE (DLA) o LOCAL ASSISTANCE PROCEDURES MANUAL (LAPM) Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 2 TABLE OF CONTENTS Item Page Notice Inviting Bids ..................................................................................................................... 8 Contractor's Proposal ................................................................................................................ 16 Bid Security Form ..................................................................................................................... 28 Bidder’s Bond to Accompany Proposal ..................................................................................... 29 Federal Lobbying Restrictions ................................................................................................... 30 Disadvantaged Business Enterprise (DBE) ............................................................................... 31 Guide For Completing the “Designation of Subcontractor and Amount of Subcontractor’s Bid Items” .................................................................................................................................. 32 Designation of Subcontractor and Amount of Subcontractor’s Bid Items ................................... 34 Bidder's Statement of Financial Responsibility .......................................................................... 35 Bidder's Statement of Technical Ability and Experience ............................................................ 36 Bidder's Certificate of Insurance for General Liability, Employers’ Liability, Automotive Liability and Workers’ Compensation & Pollution/Asbestos Liability .......................................... 37 Bidder’s Statement of Re Debarment ........................................................................................ 38 Bidder's Disclosure of Discipline Record ................................................................................... 39 Noncollusion Declaration to Be Executed by Bidder and Submitted with Bid ............................. 41 Contract Public Works ............................................................................................................... 42 Labor and Materials Bond ......................................................................................................... 53 Faithful Performance/Warranty Bond ........................................................................................ 55 Optional Escrow Agreement for Surety Deposits In Lieu of Retention ....................................... 57 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 3 SUPPLEMENTAL PROVISIONS Part 1 General Provisions Section 1 Terms, Definitions Abbreviations and Symbols 1-1 Terms ................................................................................................................ 60 1-2 Definitions .......................................................................................................... 60 1-3 Abbreviations ..................................................................................................... 65 1-4 Units of Measure ................................................................................................ 68 1-5 Symbols ............................................................................................................. 69 Section 2 Scope and Control of the Work 2-1 Award and Execution of Contract ....................................................................... 70 2-2 Assignment ........................................................................................................ 70 2-3 Subcontracts ...................................................................................................... 70 2-4 Contract Bonds .................................................................................................. 71 2-5 Plans and Specifications .................................................................................... 72 2-6 Work to Be Done................................................................................................ 77 2-7 Subsurface Data ................................................................................................ 77 2-8 Right-of-Way ...................................................................................................... 77 2-9 Surveying ........................................................................................................... 77 2-10 Authority of Board and Engineer ........................................................................ 81 2-11 Inspection .......................................................................................................... 82 Section 3 Changes in Work 3-1 Changes Requested by the Contractor .............................................................. 83 3-2 Changes Initiated by the Agency ........................................................................ 83 3-3 Extra Work ......................................................................................................... 84 3-4 Changed Conditions .......................................................................................... 87 3-5 Disputed Work ................................................................................................... 88 Section 4 Control of Materials 4-1 Materials and Workmanship ............................................................................... 94 4-2 Materials Transportation, Handling and Storage ................................................ 98 Section 5 Utilities 5-1 Location ............................................................................................................. 99 5-2 Protection .......................................................................................................... 99 5-3 Removal .......................................................................................................... 100 5-4 Relocation ........................................................................................................ 100 5-5 Delays .............................................................................................................. 101 5-6 Cooperation ..................................................................................................... 102 Section 6 Prosecution, Progress and Acceptance of the Work 6-1 Construction Schedule and Commencement of Work ...................................... 104 6-2 Prosecution of Work ......................................................................................... 107 6-3 Suspension of Work ......................................................................................... 110 6-4 Default by Contractor ....................................................................................... 110 6-5 Termination of Contract.................................................................................... 111 6-6 Delays and Extensions of Time ........................................................................ 111 6-7 Time of Completion .......................................................................................... 112 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 4 6-8 Completion and Acceptance ............................................................................ 113 6-9 Liquidated Damages ........................................................................................ 114 6-10 Use of Improvement During Construction ........................................................ 114 Section 7 Responsibilities of the Contractor 7-1 Contractor’s Equipment and Facilities .............................................................. 116 7-2 Labor ............................................................................................................... 116 7-3 Liability Insurance ............................................................................................ 116 7-4 Workers' Compensation Insurance .................................................................. 116 7-5 Permits ............................................................................................................ 117 7-6 The Contractor’s Representative ...................................................................... 117 7-7 Cooperation and Collateral Work ..................................................................... 118 7-8 Project Site Maintenance ................................................................................. 118 7-9 Protection and Restoration of Existing Improvements ...................................... 122 7-10 Public Convenience and Safety ....................................................................... 122 7-11 Patent Fees or Royalties .................................................................................. 131 7-12 Advertising ....................................................................................................... 132 7-13 Laws to Be Observed ....................................................................................... 132 7-14 Antitrust Claims ................................................................................................ 132 7-15 Prevailing Wage ............................................................................................... 132 7-16 Public Safety .................................................................................................... 133 7-17 Buy America Requirements ............................................................................. 134 7-18 Removal of Asbestos and Hazardous Substances ........................................... 136 7-19 Subcontracting ................................................................................................. 136 7-20 Prompt Progress Payment to Subcontractors .................................................. 137 7-21 Prompt Payment of Withheld Funds to Subcontractors .................................... 137 Section 8 Facilities for Agency Personnel ........................................................................ 138 Section 9 Measurement and Payment 9-1 Measurement of Quantities for Unit Price Work ............................................... 139 9-2 Lump Sum Work .............................................................................................. 139 9-3 Payment .......................................................................................................... 139 9-4 Bid Items .......................................................................................................... 143 Section 10 Federal Requirements for Federal-Aid Construction Project 10-1 General ............................................................................................................ 154 10-2 Performance of Previous Contract ................................................................... 154 10-3 Non-Collusion Provision ................................................................................... 154 10-4 Participation of Minority Business Enterprises in Subcontracting ..................... 154 Part 2 Construction Materials Section 200 Rock Materials 200-2 Untreated Base Materials ................................................................................. 155 Section 201 Concrete, Mortar and Related Materials 201-1 Portland Cement Concrete .............................................................................. 156 201-3 Expansion Joint Filler and Joint Sealants ........................................................ 158 201-13 Trench Drain Grate and Frame ....................................................................... 160 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 5 Section 203 Bituminous Materials 203-1 Paving Asphalt ................................................................................................. 160 203-5 Slurry Seal ....................................................................................................... 160 203-6 Asphalt Concrete ............................................................................................. 160 Section 206 Miscellaneous Metal Items 206-7 Traffic Signs ..................................................................................................... 165 206-8 Light Gage Steel Tubing and Connectors ........................................................ 169 206-9 Portable Changeable Message Sign ................................................................ 170 206-10 Grates .............................................................................................................. 171 Section 207 Pipe 207-2 Reinforced Concrete Pipe ................................................................................ 171 Section 211 Material Tests 211-3 Infiltration Capacity Test ................................................................................... 172 211-6 RAP Correction Factor ..................................................................................... 172 Section 213 Engineering Fabrics 213-5 Geotextiles ....................................................................................................... 172 213-6 Erosion Control Specialties .............................................................................. 173 Section 214 Traffic Striping, Curb and Pavement Markings and Pavement Markers 214-4 Paint for Striping and Marking .......................................................................... 173 214-6 Pavement Markers ........................................................................................... 173 214-8 Permanent Reflective Channelizer ................................................................... 174 Section 216 Precast Reinforced Concrete Box 216-4 Testing Requirements ...................................................................................... 174 Section 217 Bedding and Backfill Materials 217-1 Bedding Material .............................................................................................. 174 217-2 Trench Backfill ................................................................................................. 175 PART 3 Construction Methods Section 300 Earthwork 300-1 Clearing and Grubbing ..................................................................................... 176 300-2 Unclassified Excavation ................................................................................... 177 300-3 Structure Excavation and Backfill ..................................................................... 179 300-4 Unclassified Fill ................................................................................................ 179 300-5 Borrow Excavation ........................................................................................... 180 300-9 Geotextiles for Erosion Control and Water Pollution Control ............................ 180 300-13 Storm Water Pollution Prevention Plan ............................................................ 181 Section 301 Treated Soil, Subgrade Preparation and Placement of Base Materials 301-1 Subgrade Preparation ...................................................................................... 184 Section 302 Roadway Surfacing 302-1 Oiled Roadways and Shoulders ....................................................................... 185 302-5 Asphalt Concrete Pavement ............................................................................ 186 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 6 302-8 Sealcoat for Miscellaneous Areas .................................................................... 186 302-11 Asphalt Pavement Repairs and Remediation ................................................... 187 Section 303 Concrete and Masonry Construction. 303-1 Concrete Structures ......................................................................................... 188 303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways ........................................................................ 188 Section 306 Underground Conduit Construction 306-1 General ............................................................................................................ 189 306-3 Trench Excavation ........................................................................................... 189 306-6 Bedding ........................................................................................................... 190 306-12 Backfill ............................................................................................................. 190 306-13 Trench Resurfacing .......................................................................................... 190 306-14 Measurement ................................................................................................... 191 306-15 Payment .......................................................................................................... 191 Section 308 Microtunneling 308-6 Subsurface Conditions ..................................................................................... 191 Section 310 Painting 310-6 Permanent Signing .......................................................................................... 191 Section 314 Traffic Striping, Curb and Pavement Markings, and Pavement Markers 314-2 Removal of Traffic Striping and Curb and Pavement Markings ........................ 192 314-3 Removal of Pavement Markings ...................................................................... 192 314-4 Application of Traffic Striping and Curb and Pavement Markings ..................... 193 314-5 Pavement Markers ........................................................................................... 193 PART 4 Existing Improvements Section 400 Protection and Restoration 400-2 Permanent Survey Markers ............................................................................. 194 Section 401 Removal 401-2 Asphalt Concrete Pavement ............................................................................ 194 401-3 Concrete and Masonry Improvements ............................................................. 194 Section 402 Utilities 402-1 Location ........................................................................................................... 195 402-2 Protection ........................................................................................................ 195 402-4 Relocation ........................................................................................................ 196 402-5 Delays Due to Utility Conflicts .......................................................................... 196 402-6 Cooperation ..................................................................................................... 197 Section 403 Manhole Adjustment and Reconstruction 403-1 General ............................................................................................................ 197 403-3 Manholes in Asphalt Concrete Pavement ........................................................ 197 403-4 Measurement ................................................................................................... 197 403-5 Payment .......................................................................................................... 198 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 7 Section 404 Cold Milling 404-12 Payment .......................................................................................................... 198 PART 7 Street Lighting and Traffic Signal Systems Section 700 Materials 86-2 Materials and Installation ................................................................................. 199 86-6 Lighting ............................................................................................................ 200 PART 8 Landscaping and Irrigation Section 800 Materials 800-1 Landscape Materials ........................................................................................ 208 800-2 Irrigation and System Materials ........................................................................ 210 800-3 Electrical Materials ........................................................................................... 213 Section 801 Installation 801-2 Earthwork and Topsoil Placement .................................................................... 213 801-4 Planting ............................................................................................................ 215 801-5 Irrigation System Installation ............................................................................ 218 801-6 Maintenance and Plant Establishment ............................................................. 219 801-8 Payment .......................................................................................................... 220 801-9 Guarantee ........................................................................................................ 220 APPENDICES Appendix A – Resident Notification Example Appendix B – Utility Shutdown/Connection Request Appendix C – CALTRANS Local Area Procedures Manual Exhibit 12-G Appendix D – FHWA 1273 Appendix E – Sewer and Water Maps Appendix F – SDGE Electric Underground Meter and Service Location Appendix G – CARB Fleet Compliance Certification Appendix H – Staging Area Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 8 CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS Until 11 a.m. on December 22, 2025, the City shall accept sealed bids via electronic format via the City of Carlsbad Electronic Bidding Site, PlanetBids which may be accessed at https://www.carlsbadca.gov/departments/finance/contracting-purchasing for performing the work as follows: construction of traffic calming measures at various intersections, including one traffic circle, with sewer and water improvements throughout the Barrio Neighborhood. BARRIO TRAFFIC CALMING CONTRACT NO. 4015 BID NO. PWS26-3985TRAN (RE-BID) ELECTRONIC FORMAT RECEIPT AND OPENING OF BIDS: Bids will be received in electronic format (eBids) EXCLUSIVELY at the City of Carlsbad’s electronic bidding (eBidding) site, at: https://www.carlsbadca.gov/departments/finance/contracting-purchasing and are due by the date and time shown on the cover of this solicitation. BIDDERS MUST BE PRE-REGISTERED with the City’s bidding system and possess a system-assigned Digital ID in order to submit an electronic bid. The City’s electronic bidding (eBidding) system will automatically track information submitted to the site including IP addresses, browsers being used and the URLs from which information was submitted. In addition, the City’s bidding system will keep a history of every login instance including the time of login, and other information about the user's computer configuration such as the operating system, browser type, version, and more. Because of these security features, Bidders who disable their browsers’ cookies will not be able to log in and use the City’s bidding system. The City’s electronic bidding system is responsible for bid tabulations. Upon the bidder’s or proposer’s entry of their bid, the system will ensure that all required fields are entered. The system will not accept a bid for which any required information is missing. This includes all necessary pricing, subcontractor listing(s) and any other essential documentation and supporting materials and forms requested or contained in these solicitation documents. BIDS REMAIN SEALED UNTIL DUE DATE AND TIME eBids are transmitted into the City’s bidding system via hypertext transfer protocol secure (https) mechanism using SSL 128-256-bit security certificates issued from Verisign/Thawte which encrypts data being transferred from client to server. Bids submitted prior to the Due Date and Time are not available for review by anyone other than the submitter, who will have until the Due Date and Time to change, rescind or retrieve its bid should they desire to do so. BIDS MUST BE SUBMITTED BY DUE DATE AND TIME Once the deadline is reached, no further submissions are accepted into the system. Once the Due Date and Time has passed, bidders, proposers, the general public, and City staff are able to immediately see the results online. City staff may then begin reviewing the submissions for responsiveness, compliance and other issues. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 9 RECAPITULATION OF THE WORK Bids shall not contain any recapitulation of the Work. Conditional Bids may be rejected as being non-responsive. Alternative proposals will not be considered unless called for. BIDS MAY BE WITHDRAWN by the Bidder prior to, but not after, the time set as Due Date and Time. Important Note: Submission of the electronic bid into the system may not be instantaneous. Due to the speed and capabilities of the user’s internet service provider (ISP), bandwidth, computer hardware and other variables, it may take time for the bidder’s submission to upload and be received by the City’s eBidding system. It is the bidder’s sole responsibility to ensure their bids are received on time by the City’s eBidding system. The City of Carlsbad is not responsible for bids that do not arrive by the Due Date and Time. ELECTRONIC SUBMISSIONS CARRY FULL FORCE AND EFFECT The Bidder, by submitting their electronic proposal, agrees to and certifies under penalty of perjury under the laws of the State of California, that the certification, forms and affidavits submitted as part of this proposal are true and correct. The bidder, by submitting its electronic bid, acknowledges that doing so carries the same force and full legal effect as a paper submission with a longhand (wet) signature. By submitting an electronic bid, the bidder certifies that the bidder has thoroughly examined and understands the entire Contract Documents (which consist of the plans and specifications, drawings, forms, affidavits and the solicitation documents), and that by submitting the eBid as its bid proposal, the bidder acknowledges, agrees to and is bound by the entire Contract Documents, including any addenda issued thereto, and incorporated by reference in the Contract Documents. BIDS ARE PUBLIC RECORDS Upon receipt by the City, bids shall become public records subject to public disclosure. It is the responsibility of the Bidder to clearly identify any confidential, proprietary, trade secret or otherwise legally privileged information contained within the proposal’s General references to sections of the California Public Records Act (PRA) will not suffice. If the Bidder does not provide applicable case law that clearly establishes that the requested information is exempt from the disclosure requirements of the PRA, the City shall be free to release the information when required in accordance with the PRA, pursuant to any other applicable law, or by order of any court or government agency, and the Bidder agrees to hold the City harmless for any such release of this information. This bid and the terms of the Contract Documents and Supplemental Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder. INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS This bid and the terms of the Contract Documents and General Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder. No bid will be received unless it is made on a proposal form furnished by the Purchasing Department. Each bid must be accompanied by security in a form and amount required by law. The bidder's security of the second and third next lowest responsive bidders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days after the Contract is awarded. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 10 Pursuant to the provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for any obligation required by this notice or for any monies withheld by the City to ensure performance under this Contract. Section 10263 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract. The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the State of California as an irresponsible bidder. The work shall be performed in strict conformity with the plans, provisions, and specifications as approved by the City Council of the City of Carlsbad on file in the City Clerk’s Office. The specifications for the work include City of Carlsbad Technical Specifications and the Standard Specifications for Public Works Construction, Parts 2 & 3, current edition at time of bid opening and the supplements thereto as published by the "Greenbook" Committee of Public Works Standards, Inc., all hereinafter designated “SSPWC”, as amended. Specification Reference is hereby made to the plans and specifications for full particulars and description of the work. The General Provisions (Part 1) to the SSPWC do not apply. The City of Carlsbad encourages the participation of minority and women-owned businesses. The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Engineer. BID DOCUMENTS The bid documents comprise the following documents which must be completed and properly executed including notarization, where indicated. 1. Contractor's Proposal 2. Disclosure of Lobbying Activities (Exhibit 12-H, if applicable) 3. Bidder's Bond (at time of Bid submit PDF copy via PlanetBids / All Bidders). Bid Bond (Original) within two (2) business days of bid Opening / three (3) Apparent Low Bidders 4. Noncollusion Declaration 5. Designation of Subcontractor and Amount of Subcontractor’s Bid 6. Bidder's Statement of Financial Responsibility 7. Bidder's Statement of Technical Ability and Experience 8. Acknowledgement of Addenda (if applicable) 9. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of this contract. 10. Bidder’s Statement Re Debarment 11. Bidder's Disclosure of Discipline Record 12. CARB Fleet Compliance Certification (Appendix G) 13. Escrow Agreement for Security Deposits - (optional, must be completed if the Bidder wishes to use the Escrow Agreement for Security) Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 11 BIDDER’S GUARANTEE OF GOOD FAITH (BID SECURITY) At the time of bid submission, bidders must upload and submit an electronic PDF copy of the aforementioned bid security. Whether in the form of a cashier's check, a properly certified check or an approved corporate surety bond payable to the City of Carlsbad, the bid security must be uploaded to the City’s eBidding system. Within two (2) business days after the bid opening date, the first three (3) apparent low bidders must provide the City with the original bid security. Failure to submit the electronic version of the bid security at time of bid submission shall cause the bid to be rejected and deemed non-responsive. Only the three (3) apparent low bidders are required to submit original bid security to the city within two (2) business days after bid opening date. Failure to provide the original within two (2) business days may deem the bidder non-responsive. ENGINEER’S ESTIMATE All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $4,328,723. CALTRANS ADMINISTERED PROJECT This Project is funded in part by FEDERAL funds Community Project Funding/Congressionally Directed Spending (CPFCDS). Project is subject to CPFCDS Guidelines, the Local Assistance Program Guidelines (LAPG), and Program Supplement Agreement No. Z92, State-Funded Projects No. 11-5308S21. 2 CFR Part 200, Uniform Administration Requirements, Cost Principles, and Audit Requirements for Federal Awards (applicable to Federal and State Funded Projects). See Section 10 – Federal Requirements for Federal-Aid Construction Projects for more details. FEDERAL TRAINEE PROGRAM As part of the equal opportunity affirmative action program, the successful bidder shall be required to provide on-the-job training to develop four (4) full journeymen in the types of trades or job classifications involved. See Federal Trainee Program section on page 19 of Appendix C (CALTRANS Local Area Procedures Manual Exhibit 12-G) for full details. 2 CFR PART 200 – UNIFORM ADMINISTRATIVE REQUIREMENTS, COST PRINCIPLES, AND AUDIT REQUIREMENTS FOR FEDERAL AWARDS The successful bidder shall be required to take cognizance of and comply with all requirements set forth in Appendix C and incorporated herein by this reference. Applicable to Highway Safety Improvement Program federal and state funded projects. Exhibit 12-H should be submitted if needed. TIME OF COMPLETION The contractor shall complete the Work within the time set in the contract as defined in the General Provisions Section 6-7. SPECIALTY CONTRACTORS: ACCEPTABLE LICENSE TYPES Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. Where federal funds are involved the contractor shall be properly licensed at the Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 12 time the contract is awarded. In all other cases the contractor shall state their license number, expiration date and classification in the proposal, under penalty of perjury. This invitation to bid does involve federal funds. The following classifications are acceptable for this contract: A: General Engineering and/or C-10 – Electrical. ESCROW AGREEMENT If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of the usual 5% retention from each payment, these documents must be completed and submitted with the signed contract. The escrow agreement may not be substituted at a later date. OBTAINING PLANS AND SPECIFICATIONS Set of plans, various supplemental provisions and Contract Documents may be obtained on the City of Carlsbad website at https://www.carlsbadca.gov/departments/finance/contracting-purchasing. Paper copies will not be sold. BIDDER’S INQUIRIES Questions on the bid documents during the bid period shall be submitted in writing, via the eBidding website. Questions shall be definite and certain and shall reference applicable drawing sheets, notes, details or specifications sheets. The cutoff date to submit questions is December 11, 2025, by 5 p.m. No questions will be entertained after that date. The answers to questions submitted during the bidding period will be published in an addendum and provide to those bidding on the project no later than December 17, 2025. INTENT OF PLANS AND SPECIFICATIONS Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, specifications or other contract documents, or finds discrepancies in or omissions from the drawings and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will be mailed or delivered to each person receiving a set of the contract documents. No oral response will be made to such inquiry. Prior to the award of the contract, no addition to, modification of or interpretation of any provision in the contract documents will be given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. No bidder may rely on directions given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. REJECTION OF BIDS The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. DISADVANTAGED BUSINESS ENTERPRISES (DBE) Compliance with the Disadvantage Business Enterprise (DBE) requirements is NOT required for this project. The Disadvantaged Business Enterprise (DBE) program is suspended due to an Interim Final Rule (IFR)from the U.S. Department of Transportation (DOT) issued on September 30, 2025, and published on October 3, 2025 (Attachment A). DBE goal requirements are removed from this Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 13 contract. DBE program requirements are not required. Exhibits 15G, 15H and 12B are no longer required. BUILD AMERICA, BUY AMERICA ACT As required by Section 70914 of the Bipartisan Infrastructure Law (also known as the Infrastructure Investment and Jobs Act), P.L. 117-58, on or after May 14, 2022, none of the funds under a federal award that are part of Federal financial assistance program for infrastructure may be obligated for a project unless all of the iron, steel, manufactured products, and construction materials used in the project are produced in the United States, unless subject to an approved waiver. The requirements of this section must be included in all subawards, including all contracts and purchase orders for work or products under this program. See Section 7-17 – Buy America Requirements for more details. PREVAILING WAGE TO BE PAID This invitation to bid does involve federal funds. If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. A current copy of applicable wage rates is on file in the Office of the City Engineer. The Davis Bacon rate of wages for each craft or type of worker needed to execute the Contract shall be those as determined by the United States Secretary of Labor. Davis Bacon Wage determinations can be obtained from the U.S. Department of Labor’s web site, www.dol.gov. See Section 7-15 – Prevailing Wage for additional Prevailing Wage and Davis Bacon Requirements. The wage determination and the Davis Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by workers. The general prevailing rate of wages for each craft or type of worker needed to execute the Contract shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers employed by him or her in the execution of the Contract. The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5 of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act". The City Engineer is the City's "duly authorized officer" for the purposes of section 4107 and 4107.5. The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply to the Contract for work. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Prime Contractor and all subcontractors shall comply with Section 1776 of the Labor Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records, Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 14 and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. PRE-BID MEETING A pre-bid meeting and tour of the project site will not be held. UNIT PRICES AND COMPUTATION OF BIDS All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this proposal, times the unit price as submitted by the bidder. ADDENDA Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid. BOND AND INSURANCE REQUIREMENTS The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to one hundred percent (100%) of the total amount payable by the terms of the contract. These bonds shall be kept in full force and effect during the course of this project and shall extend in full force and effect and be retained by the City until they are released as stated in the General Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents: 1. An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2. A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the City may require copies of the insurer's most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the insurer's receipt of a request to submit the statements. Insurance is to be placed with insurers that: 1. Have a rating in the most recent Best's Key Rating Guide of at least A-:VII 2. Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner. Auto policies offered to meet the specification of this contract must: 1. Meet the conditions stated above for all insurance companies. 2. Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. Workers' compensation insurance required under this contract must be offered by a company meeting the above standards with the exception that the Best's rating condition is waived. The City does accept policies issued by the State Compensation Fund meeting the requirement for workers' compensation insurance. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 15 November 19, 2025 The Contractor shall be required to maintain insurance as specified in the Contract. Any additional cost of said insurance shall be included in the bid price. The award of the contract by the City Council is contingent upon the Contractor submitting the required bonds and insurance, as described in the contract, within twenty days of bid opening. If the Contractor fails to comply with these requirements, the City may award the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. BUSINESS LICENSE The prime contractor and all subcontractors are required to have and maintain a valid City of Carlsbad Business License for the duration of the contract. Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2025-247, adopted on the 18th day of November 2025. ________________________ ____________________________________ Date Graham Jordan, Deputy Clerk Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Approximate Item Quantity No. Description and Unit A-10 Asphalt Concrete 456 Ton A-11 Construct 6" Type G Curb 540 LF and Gutter per SDRSD G-02 A-12 Construct 6" Modified 400 LF Median Curb per City of Carlsbad Standard DWG GS-18 A-13 Construct Modified Type D 6 EA ADA Curb Ramp per SDRSD G-31 A-14 Construct Type C ADA 3 EA Curb Ramp per SDRSD G-29 A-15 Construct Concrete Cross 680 SF Gutter per SDRSD G-12 A-16 Slurry Seal 10,210 SY A-17 Construct 3" Mountable 155 LF Curb A-18 Construct 12" 560-C-3250 115 SF Concrete Pad A-19 Construct 6" Monolithic 210 LF Retaining Curb at Back of Sidewalk A-20 Construct Type A Curb 2 EA Ramp per SDRSD G-28 A-21 Construct Type A-1 Curb 1 EA Ramp per SDRSD G-28 A-22 Construct AC Raised 1,030 SF Crosswalk A-23 Construct Truncated 280 SF Domes Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Unit Price Total Amount (Figures) (Figures) $ 185.00 $ 84,360.00 $ 55.00 $ 29,700.00 $ 75.00 $ 30,000.00 $ 6,000.00 $ 36,000.00 $ 6,500.00 $ 19,500.00 $ 20.00 $ 13,600.00 $ 14.05 $ 143,450.50 $ 75.00 $ 11,625.00 $ 95.00 $ 10,925.00 $ 45.00 $ 9,450.00 $ 6,000.00 $ 12,000.00 $ 6,500.00 $ 6,500.00 $ 18.00 $ 18,540.00 $ 55.00 $ 15,400.00 Page 17 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 23 insurance in accordance with the provisions of that code and agrees to comply with such provisions before commencing the performance of the work of this Contract and continue to comply until the contract is complete. The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative to the general prevailing rate of wages for each craft or type of worker needed to execute the Contract and agrees to comply with its provisions. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 26 NON-COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) BARRIO TRAFFIC CALMING CONTRACT NO. 4015 To the City of Carlsbad In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Noncollusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Noncollusion Affidavit. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 27 DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager: • is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency; • has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years; • does not have a proposed debarment pending; and • has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exceptions in the following space. Exceptions will not necessarily result in denial of award but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action. Note: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 28 NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: 1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. 2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. The form (Exhibit 12-H) and the instructions for filling it out can be found in Appendix C. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 29 PLEASE NOTE: This information may be submitted with your bid. If it is not, and you are the apparent low bidder or the second or third low bidder, it must be submitted and received as specified in the Special Provisions. Failure to submit the required DBE commitment will be grounds for finding the bid nonresponsive. The form requires specific information regarding the construction contract: Local Agency, Location, Project Description, Total Contract Amount, Bid Date, Bidder’s Name, and Contract DBE Goal. The form has a column for the Contract Item Number and Item of Work and Description or Services to be Subcontracted or Materials to be provided by DBEs. Prime contractors shall indicate all work to be performed by DBEs including, if the prime is a DBE, work performed by its own forces, if a DBE. The DBE shall provide a certification number to the Contractor and expiration date. Enter the DBE prime’s and subcontractors’ certification numbers. The form has a column for the Names of DBE contractors to perform the work (who must be certified on the date bids are opened and include the DBE address and phone number). IMPORTANT: Identify all DBE firms participating in the project regardless of tier. Names of the First-Tier DBE Subcontractors and their respective item(s) of work listed should be consistent, where applicable, with the names and items of work in the "List of Subcontractors" submitted with your bid. There is a column for the DBE participation dollar amount. Enter the Total Claimed DBE Participation dollars and percentage amount of items of work submitted with your bid pursuant to the Special Provisions. (If 100% of item is not to be performed or furnished by the DBE, describe exact portion of time to be performed or furnished by the DBE.) See Section “Disadvantaged Business Enterprise (DBE),” of the Special Provisions (construction contracts), to determine how to count the participation of DBE firms. Exhibit 15-G must be signed and dated by the person bidding. Also list a phone number in the space provided and print the name of the person to contact. Exhibits 15-G and 15-H must be filled and submitted per the instructions. Both exhibits can be found in Appendix C. Local agencies should complete the Local Agency Contract Award, Federal-aid Project Number, Federal Share, Contract Award Date fields and verify that all information is complete and accurate before signing and filing. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 30 IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: (1) Name under which business is conducted (2) Signature (given and surname) of proprietor (3) Place of Business (Street and Number) City and State (4) Zip Code Telephone No. (5) E-Mail IF A PARTNERSHIP, SIGN HERE: (1) Name under which business is conducted (2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner) (3) Place of Business (Street and Number) City and State (4) Zip Code Telephone No. (5) E-Mail Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 34 FEDERAL LOBBYING RESTRICTIONS Section 1352, Title 31, United States Code prohibits Federal funds from being expended by the recipient or any lower tier subrecipient of a Federal-aid contract to pay for any person for influencing or attempting to influence a Federal agency or Congress in connection with the awarding of any Federal-aid contract, the making of any Federal grant or loan, or the entering into of any cooperative agreement. If any funds other than Federal funds have been paid for the same purposes in connection with this Federal-aid contract, the recipient shall submit an executed certification and, if required, submit a completed disclosure form as part of the bid documents. A certification for Federal-aid contracts regarding payment of funds to lobby Congress or a Federal agency is included in the Proposal. Standard Form - LLL, “Disclosure of Lobbying Activities,” with instructions for completion of the Standard Form is also included in the Proposal. Signing the Proposal shall constitute signature of the Certification. The above referenced certification and disclosure of lobbying activities shall be included in each subcontract and any lower-tier contracts exceeding $100,000. All disclosure forms, but not certifications, shall be forwarded from tier to tier until received by the Engineer. The Contractor, subcontractors and any lower-tier contractors shall file a disclosure form at the end of each calendar quarter in which there occurs any event that requires disclosure or that materially affects the accuracy of the information contained in any disclosure form previously filed by the Contractor, subcontractors and any lower-tier contractors. An event that materially affects the accuracy of the information reported includes: 1. A cumulative increase if $25,000 or more in the amount paid or expected to be paid for influencing or attempting to influence a covered Federal action; or 2. A change in the person(s) or individual(s) influencing or attempting to influence a covered Federal action; or 3. A change in the officer(s), employees(s), or Member(s) contacted to influence or attempt to influence a covered Federal Action. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 35 DISADVANTAGED BUSINESS ENTERPRISE (DBE) This project is subject to Part 26, Title 49, Code of Federal Regulations entitled "Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs." The Regulations in their entirety are incorporated herein by this reference. It is the policy of the City that disadvantaged business enterprises (DBEs), as defined in Part 26, Title 49 CFR, shall be encouraged to participate in the performance of Contracts financed in whole or in part with Federal Funds. The Contractor should ensure that DBEs, as defined in Part 26, Title 49 CFR, have the opportunity to participate in the performance of this Contract and shall take all necessary and reasonable steps, as set forth in Part 26, Title 49 CFR, for this assurance. The Contractor shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of subcontracts. Failure to carry out the requirements of this paragraph shall constitute a breach of Contract and may result in termination of this Contract or other remedy the City may deem appropriate. Bidders shall be fully informed respecting the requirements of the Regulations and are urged to obtain DBE participation in this project. Caltrans has engaged the services of a contractor to provide supportive services to contractors and subcontractors to assist in obtaining DBE participation on federally funded construction projects. Bidders and potential subcontractors should check the Caltrans website at http://www.dot.ca.gov/hq/bep to verify the current availability of this service. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 36 GUIDE FOR COMPLETING THE “DESIGNATION OF SUBCONTRACTORS” FORM REFERENCES Prior to preparation of the following “Subcontractor Disclosure Form” Bidders are urged to review the definitions in section 1-2 of the General Provisions to this Contract, especially, “Bid”, “Bidder”, “Contract”, “Contractor”, “Contract Price”, “Contract Unit Price”, “Engineer”, “Own Organization”, “Subcontractor”, and “Work”. Bidders are further urged to review sections 2-3 SUBCONTRACTS of the General Provisions. CAUTIONS This form will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the bid as non-responsive. Any bid that proposes performance of more than 50 percent of the work by subcontractors or otherwise to be performed by forces other than the Bidder’s own organization will be rejected as non-responsive. Specialty items of work that may be so designated by the Engineer on the “Contractor’s Proposal” are not included in computing the percentage of work proposed to be performed by the Bidder. INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor whom the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor licensed as a contractor by the State of California whom the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in excess of one-half of one percent (0.5%) of the Bidder’s total bid or, in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer. The Designation of Subcontractors form must be submitted as a part of the Bidder’s sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of work, as shown on the plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor-installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor installing said item. When a Subcontractor has a Carlsbad business license, the number must be entered on the proper form. If the Subcontractor does not have a valid business license, enter “NONE” in the appropriate space. When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The explanation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces. Determination of the subcontract amounts for purposes of award of the contract shall be determined by the City Council in conformance with the provisions of the contract documents and the various supplemental provisions. The decision of the City Council shall be final. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 37 Contractor is prohibited from performing any work on this project with a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or 1777.7. Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTRINSD WVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE 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. 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). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 2/17/2026 License # 6010687 16535 Palm Engineering Construction, Inc. 7330 Opportunity Road, Suites A&B San Diego, CA 92111 26247 A 1,000,000 X GLO 8654896 - 02 7/1/2025 7/1/2026 300,000 5,000 1,000,000 2,000,000 2,000,000 1,000,000A X BAP 8636084 - 02 7/1/2025 7/1/2026 2,000,000B SXS 8654903-02 7/1/2025 7/1/2026 2,000,000 0 A X WC 4293031 - 02 11/1/2025 11/1/2026 1,000,000 N 1,000,000 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)RE: Proof of Insurance The City of Carlsbad is provided additional insured status per the attached forms and only when required by written contract. Primary and Non- Contributory applies when required by written contract. Waiver of Subrogation applies when required by written contract. 30 days notice of cancellation. Excess follows form to include General Liability, Auto Liability, and Employers Liability. Deductibles: SEE ATTACHED ACORD 101 City of Carlsbad/CMWDc/o EXIGIS Insurance Compliance ServicesP.O. Box 947Murrieta, CA 92564 PALMENG-01 MOORY1 Tucker & Associates Insurance Brokers 5330 Carroll Canyon Rd Ste 110 San Diego, CA 92121-3758 Ryan Moore ryan@tuckerinsbrokers.com Zurich American Insurance Company American Guarantee And Liability Insurance Company X X X X X X X X X X Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 FORM NUMBER: EFFECTIVE DATE: The ACORD name and logo are registered marks of ACORD ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE FORM TITLE: Page of THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, ACORD 101 (2008/01) AGENCY CUSTOMER ID: LOC #: AGENCY NAMED INSURED POLICY NUMBER CARRIER NAIC CODE © 2008 ACORD CORPORATION. All rights reserved. Tucker & Associates Insurance Brokers PALMENG-01 SEE PAGE 1 1 SEE PAGE 1 ACORD 25 Certificate of Liability Insurance License # 6010687 SEE P 1 Palm Engineering Construction, Inc. 7330 Opportunity Road, Suites A&B San Diego, CA 92111 SEE PAGE 1 MOORY1 1 Description of Operations/Locations/Vehicles: General Liability - $5,000 Business Auto: $5,000/$5,000 Excess Liability - $0 Employers Liability - $0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 U-GL-2162-A CW (02/19) Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Additional Insured – Automatic – Owners, Lessees Or Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. Effective Date: This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A.Section II – Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1.If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a.The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b.The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1)Your ongoing operations, with respect to Paragraph 1.a. above; or (2)"Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a)Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b)Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2.If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a.The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b.The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1)Your acts or omissions; or (2)The acts or omissions of those acting on your behalf, Policy Number: GLO 8654896 - 02 (Premises/Ongoing Ops and Completed Ops Additional Insured coverage) 7/1/2025GLO 8654896 - 02 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 U-GL-2162-A CW (02/19) Page 2 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. in the performance of: (a)Your ongoing operations, with respect to Paragraph 2.a. above; or (b)"Your work" and included in the "products-completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i)Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii)Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3.If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a.Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b.With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (1)Your acts or omissions; or (2)The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a)Only applies to the extent permitted by law; (b)Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c)Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4.If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a.Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b.With respect to the "products-completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1)Only applies to the extent permitted by law; (2)Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3)Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (4)Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. Policy Number: GLO 8654896 - 02 (Premises/Ongoing Ops and Completed Ops Additional Insured coverage)Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 U-GL-2162-A CW (02/19) Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. B.Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1.The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2.Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C.Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV – Commercial General Liability Conditions: The additional insured must see to it that: (1)We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; (2)We receive written notice of a claim or "suit" as soon as practicable; and (3)A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D.Solely with respect to the coverage provided by this endorsement: 1.The following is added to the Other Insurance Condition of Section IV – Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a.The additional insured is a Named Insured under such other insurance; and b.You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2.The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV – Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E.This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F.Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III – Limits Of Insurance: Additional Insured – Automatic – Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: Policy Number: GLO 8654896 - 02 (Premises/Ongoing Ops and Completed Ops Additional Insured coverage) Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 U-GL-2162-A CW (02/19) Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1.Required by the written contract or written agreement referenced in Section A. of this endorsement; or 2.Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms, conditions, provisions and exclusions of this policy remain the same. Policy Number: GLO 8654896 - 02 (Premises/Ongoing Ops and Completed Ops Additional Insured coverage)Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 POLICY NUMBER: GLO 8654896 - 02 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CG 25 03 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 2 Wolters Kluwer Financial Services | Uniform FormsTM DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): Each Project for which you have agreed in written contract Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A.For all sums which the insured becomes legally obligated to pay as damages caused by "occur- rences" under Section I – Coverage A, and for all medical expenses caused by accidents under Section I – Coverage C, which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1.A separate Designated Construction Project General Aggregate Limit applies to each des- ignated construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2.The Designated Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, ex- cept damages because of "bodily injury" or "property damage" included in the "products- completed operations hazard", and for medi- cal expenses under Coverage C regardless of the number of: a.Insureds; b.Claims made or "suits" brought; or c.Persons or organizations making claims or bringing "suits". 3.Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated Con- struction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Ag- gregate Limit shown in the Declarations nor shall they reduce any other Designated Con- struction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4.The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Decla- rations, such limits will be subject to the appli- cable Designated Construction Project Gen- eral Aggregate Limit. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 POLICY NUMBER: GLO 8654896 - 02 Page 2 of 2 © Insurance Services Office, Inc., 2008 CG 25 03 05 09 B.For all sums which the insured becomes legally obligated to pay as damages caused by "occur- rences" under Section I – Coverage A, and for all medical expenses caused by accidents under Section I – Coverage C, which cannot be at- tributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1.Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-completed Operations Aggregate Limit, whichever is applicable; and 2.Such payments shall not reduce any Desig- nated Construction Project General Aggre- gate Limit. C.When coverage for liability arising out of the "products-completed operations hazard" is pro- vided, any payments for damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard" will reduce the Products-completed Operations Ag- gregate Limit, and not reduce the General Ag- gregate Limit nor the Designated Construction Project General Aggregate Limit. D.If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contract- ing parties deviate from plans, blueprints, de- signs, specifications or timetables, the project will still be deemed to be the same construction pro- ject. E.The provisions of Section III – Limits Of Insur- ance not otherwise modified by this endorsement shall continue to apply as stipulated. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Waiver Of Subrogation (Blanket) Endorsement U-GL-925-B CW (12/01) Page 1 of 1 Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer Add’l. Prem Return Prem. GLO 8654896 - 02 07/01/2025 07/01/2026 07/01/2025 N/a $N/a $N/a THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from oth- ers, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4 84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on WC 4293031 - 02 11/01/2025 (DATE) at 12:01 A.M. standard time, forms a part of Endorsement No. Policy No. of the Zurich American Insurance Company (NAME OF INSURANCE COMPANY) issued to Palm Engineering Construction Co, Inc. Premium (if any) $ Authorized Representative We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be due on such remuneration Person or Organization WC 04 03 06 (Ed. 4-84) % of the California workers' compensation premium otherwise Schedule Job Description Page 1 of 1 Any person or organization when required by written contract. Any job when required by written contract. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Coverage Extension Endorsement U-CA-424-F CW (04/14) Page 1 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add’l. Prem Return Prem. BAP 8636084 - 02 07/01/2025 07/01/2026 07/01/2025 N/A N/A N/A THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1.The following is added to the Who Is An Insured Provision in Section II – Covered Autos Liability Coverage: The following are also "insureds": a.Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any “employee” of yours is also an “insured” while operating an “auto” hired or rented under a contract or agreement in an “employee’s” name, with your permission, while performing duties related to the conduct of your business. b.Anyone volunteering services to you is an "insured" while using a covered "auto" you don’t own, hire or borrow to transport your clients or other persons in activities necessary to your business. c.Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d.Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2.The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance – Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment – Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II – Covered Autos Liability Coverage are replaced by the following: (2)Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 U-CA-424-F CW (04/14) Page 2 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (4)All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II – Covered Autos Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1.The following is added to the Racing Exclusion in Section II – Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2.The following is added to Paragraph 2. in the Exclusions of Section III – Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV – Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a.Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b.Any: (1)Overdue lease or loan payments at the time of the "loss"; (2)Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3)Security deposits not returned by the lessor; (4)Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5)Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is disabled. However, the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage – Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 U-CA-424-F CW (04/14) Page 3 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: (1)Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2)Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3)Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a.We will pay up to $750 for "loss" to personal effects which are: (1)Personal property owned by an "insured"; and (2)In or on a covered "auto". b.Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of: (1)The reasonable cost to replace; or (2)The actual cash value. c.The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following: (1)Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2)Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3)Paintings, statuary and other works of art. (4)Contraband or property in the course of illegal transportation or trade. (5)Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss". J. Tapes, Records and Discs Coverage 1.The Exclusion in Paragraph B.4.a. of Section III – Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV – Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2.The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a)Are the property of an "insured"; and (b)Are in a covered "auto" at the time of "loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such "loss". Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 U-CA-424-F CW (04/14) Page 4 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. K. Airbag Coverage The Exclusion in Paragraph B.3.a. of Section III – Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4.a. of Section IV – Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L.Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto" on a per vehicle basis: 1.If the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or 2.If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. M. Physical Damage – Comprehensive Coverage – Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations, whichever is greater. N. Temporary Substitute Autos – Physical Damage 1.The following is added to Section I – Covered Autos: Temporary Substitute Autos – Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos" for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1.Breakdown; 2.Repair; 3.Servicing; 4."Loss"; or 5.Destruction. 2.The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos – Physical Damage We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a.In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any agent, servant Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 U-CA-424-F CW (04/14) Page 5 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1)How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit"; (2)The "insured’s" name and address; and (3)To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P.Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos – Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance – Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1)Any covered "auto" you lease, hire, rent or borrow; and (2)Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official’s duties as respect their obligations to you. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if you unintentionally: (1)Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2)Make an error, omission, improper description of "autos" or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto – World Wide Coverage Paragraph 7a.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5)Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined The definition of "bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 U-CA-424-F CW (04/14) Page 6 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. U.Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II – Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. V.Physical Damage – Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section III – Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". W.Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source. X.Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered “auto” is stolen and recovered, we will pay the cost of transport to return the “auto” to you. We will pay only for those covered “autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 46 CONTRACT PUBLIC WORKS This agreement is made this ____________ day of ________________________________, 2026, by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"), and Palm Engineering Construction Company, Inc., whose principal place of business is 7330 Opportunity Road, Suite A, San Diego, California 92111 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: BARRIO TRAFFIC CALMING CONTRACT NO. 4015 (hereinafter called "project") 2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equipment, and personnel to perform the work specified by the Contract Documents. 3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids, Contractor's Proposal, Bidder's Bond, Noncollusion Declaration, Designation of Subcontractors, Technical Ability and Experience, Bidder’s Statement Re Debarment, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications and General Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference. Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indicated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of this condition of the Contract will not relieve responsibility of compliance. 4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The City shall withhold retention as required by Public Contract Code Section 9203. 5. Independent Investigation. Contractor has made an independent investigation of the jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work and is aware of those conditions. The Contract price includes payment for all work that may be done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any information that may have been furnished to Contractor by City about Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 17th March Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 47 underground conditions or other job conditions is for Contractor's convenience only, and City does not warrant that the conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground conditions and has not relied on information furnished by City. 6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches or other excavations that extend deeper than four feet below the surface Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any: A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those indicated. C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract. In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time required for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. 7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors, and consultants that are included in this Contract. 8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates is on file in the office of the City Engineer and is incorporated by reference herein. Pursuant to California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post copies of all applicable prevailing wages on the job site. Contractor shall comply with California Labor Code, section 1776, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. 9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 48 of Contractor to comply with any applicable law, rules or regulations including those relating to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. 10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in City Council Policy # 70. (A) Coverages and Limits Contractor shall maintain the types of coverages and minimum limits indicted herein: a. Commercial General Liability (CGL) Insurance: Insurance written on an “occurrence” basis, including products-completed operations, personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b. Business Automobile Liability Insurance: $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers’ Liability limits of $1,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City. d. Pollution/Asbestos Legal Liability. At all times during the performance of work under this Contract and for thirty-six (36) months following the date of completion of the Services, the Contractor shall maintain Pollution Legal Liability insurance and Asbestos Legal Liability Insurance in an amount not less than $2,000,000 per occurrence or claim, and $4,000,000 in aggregate. The Contractor, along with all employees, agents and subcontractors who have a reasonable probability of coming into contact with hazardous materials, shall be adequately trained to comply with and shall comply with all laws and regulations relating to the care and protection of the environment in the performance of the Services performed by the Contractor or any portion thereof. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 49 (B) Additional Provisions: Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers’ Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions. a. The City, its officials, employees and volunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate documents attached to the certificate of insurance; one for each company affording general liability, and employers’ liability coverage. b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers. d. Coverage shall state that the contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (C) Notice of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after ten (10) days' prior written notice has been sent to the City by certified mail, return receipt requested. (D) Deductibles and Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured retention levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. (E) Waiver of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein. (G) Acceptability of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:VII. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy # 70. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 50 (H) Verification of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the City and are to be received and approved by the City before the Contract is executed by the City. (I) Cost of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid. 11. Claims and Lawsuits. All claims by Contractor shall be resolved in accordance with Public Contract Code section 9204, which is incorporated by reference. A copy of Section 9204 is included in Section 3 of the General Provisions. In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is included in Section 3 of the General Provisions. In the event of a conflict between Section 9204 and Article 1.5, Section 9204 shall apply. Notwithstanding the provisions of this section of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. (A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. (B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. (D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. (E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may be prevented from further bidding on public contracts for a period of up to five years. (F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. (G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor from participating in future contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 57 OPTIONAL ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and Palm Engineering Construction Company, Inc., whose address is 7330 Opportunity Road, Suite A, San Diego, California 92111, hereinafter called "Contractor" and _______________________ _________________________________ whose address is _____________________________ _________________________________ hereinafter called "Escrow Agent." For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows: 1. Pursuant to section 22300 of the Public Contract Code of the State of California, the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings required to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for BARRIO TRAFFIC CALMING CONTRACT NO. 4015 in the amount of $3,543,178.50, dated ______________ (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The market value of the securities at the time of the substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the contract between the City and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner. 2. The City shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. 3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly. 4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 58 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor. 7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City. 8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. 9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to give written notices or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows: For City: Title FINANCE DIRECTOR Name Signature Address 1635 Faraday Avenue, Carlsbad, CA 92008For Contractor: Title Name Signature Address For Escrow Agent: Title Name Signature Address Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 59 At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. For City: Title MAYOR Name Signature Address 1200 Carlsbad Village Drive, Carlsbad, CA 92008 For Contractor: Title Name Signature Address For Escrow Agent: Title Name Signature Address Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Contract No. 4015 - PWS26-3895TRAN 1 Addendum No. 1 CITY OF CARLSBAD BARRIO TRAFFIC CALMING PROJECT (RE-BID) Contract No. 4015 Bid No. PWS26-3895TRAN Addendum No. 1 From: Graham Jordan, Contract Administrator Phone: 442-339-2462 graham.jordan@carlsbadca.gov No. of Pages: 2 pages Date: December 16, 2025 Bid Opening Date: December 22, 2025 - 11 a.m. (unchanged) NOTICE: This Addendum forms a part of the Contract Documents for the above identified project and modifies portions of the original Contract Specifications and/or Plans. Documents not specifically mentioned in this Addendum remain in full force. Acknowledge receipt of this Addendum on the Bid Form. Failure to do so may subject bidder to disqualification. QUESTIONS AND ANSWERS Questions relating to the project must go directly to the City’s Public Works Contract Administration Division. The City is not responsible for any information obtained through other means. 1. Bid Item A-28 shows a quantity of (4) RRFBs. Each system has 2 light bars. I am finding 3 locations- Oak/Harding with 4 systems; Pine/Madison with 2 systems; and Palm/Harding with 2 systems. The other 2 locations are re-installs. Can you please advise how you got the qty of 4 in the bid item quantity? Thank you. Each pole has 2-light bars with 4-light bars at each location or system. RFBB Locations are shown on map below with 4 NEW and relocate (item A-31) which includes each pole: • Harding and Oak (2) systems per crosswalk • Harding and Palm (1) system per crosswalk • Pine and Madison (1) system per crosswalk • Walnut and Madison (1) system per crosswalk • Walnut and Roosevelt (1) system per crosswalk Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Contract No. 4015 - PWS26-3895TRAN 2 Addendum No. 1 2. Can the Trafficalm RRFB be considered a city approved equal product? Yes, Trafficalm is an acceptable equal. 3. For the Trafficalm RRFB approved as an equal on this project, which control system is approved to use? Intelligent controller self-contained systems with both solar and battery in one CTL2/CLB2 (20w or 30w 12ah), DUPLEX (20w or 30w, 24ah), OR S-series controller (separate solar panel and battery box enclosure (40ah)? The city has a preference for the CTL3 Series – 30W, self-contained with both solar and battery in one. After the contract is awarded, the contractor will provide submittals for review and final approval. 4. For the Oak and Harding crossings, there are 2 RRFB crosswalks at this intersection. Do all four posts flash upon one pushbutton press or they act as two separate crosswalks? The city will utilize four flash with one press. 5. With the Carmanah R920-MX being a remote system, attached please find our TC Remote package that would allow for the Trafficalm RRFB systems to be remotely monitored and controlled. We currently do not require monitoring of our RRFBs remotely but may in the future. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 60 PART 1 GENERAL PROVISIONS FOR BARRIO TRAFFIC CALMING CONTRACT NO. 4015 CITY OF CARLSBAD BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1, GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 1-1 TERMS – Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 1-1.1 Reference to Drawings. Where words "shown”, "indicated”, "detailed”, "noted”, "scheduled”, or words of similar import are used, it shall be understood that reference is made to the plans accompanying these provisions, unless stated otherwise. 1-1.2 Directions. Where words "directed”, "designated”, "selected”, or words of similar import are used, it shall be understood that the direction, designation or selection of the Engineer is intended, unless stated otherwise. The word "required" and words of similar import shall be understood to mean "as required to properly complete the work as required and as approved by the Engineer," unless stated otherwise. 1-1.3 Equals and Approvals. Where the words "equal”, "approved equal”, "equivalent”, and such words of similar import are used, it shall be understood such words are followed by the expression "in the opinion of the Engineer”, unless otherwise stated. Where the words "approved”, "approval”, "acceptance”, or words of similar import are used, it shall be understood that the approval, acceptance, or similar import of the Engineer is intended. 1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its expense, shall perform all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete in place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation. 1-2 DEFINITIONS. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 61 Addendum – Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bulletins and all other types of written notices issued to potential bidders prior to opening of Bids. Agency – The City of Carlsbad, California and the Carlsbad Municipal Water District. Agreement – See Contract. Assessment Act Contract – A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County. Base – A layer of specified material of planned thickness placed immediately below the pavement or surfacing. Bid – The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work. Bidder – Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative. Board – The officer or body constituting the awarding authority of the Agency, which is the City Council for the City of Carlsbad or the Board of Directors of Carlsbad Municipal Water District. Bond – Bid, performance, and payment bond or other instrument of security. City Council – the City Council of the City of Carlsbad. City Manager – the City Manager of the City of Carlsbad or his/her approved representative. Cash Contract – A Contract financed by means other than special assessments. Change Order – A written order to the Contractor signed by the Agency directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not also be signed by the Contractor. Code – The terms Government Code, Labor Code, etc., refer to codes of the State of California. Construction Manager– the Project Inspector’s immediate supervisor and first level of appeal for informal dispute resolution. Contract – The written agreement between the Agency and the Contractor covering the Work. Contract Documents – Including but not limited to; the Contract, any Addendum (which pertain to the contract documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions, permits from other agencies, the Technical Specifications, the Supplemental Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 62 Contractor – The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the Agency to perform the Work. In the case of work being done under permit issued by the Agency, the permittee shall be constructed to be the Contractor. The term “prime contractor” shall mean Contractor. Contract Price – The total amount of money for which the Contract is awarded. Contract Unit Price – The amount stated in the Bid for a single unit of an item of work. County Sealer – The Sealer of Weights and Measures of the county in which the Contract is let. Days – Days shall mean consecutive calendar’s days unless otherwise specified. Deputy City Engineer, Construction Management & Inspection – The Construction Manager’s immediate supervisor and second level of appeal for informal dispute resolution. Dispute Board – Persons designated by the City Manager of the City of Carlsbad or Executive Manager of the Carlsbad Municipal Water District, to hear and advise the City Manager on claims submitted by the Contractor. The City Manager for the City of Carlsbad or the Executive Manager for the Carlsbad Municipal Water District is the last appeal level for informal dispute resolution. Electrolier – Street light assembly complete, including foundation, standard, luminaire arm, luminaire, etc. Engineer – The City Engineer of the City of Carlsbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution. Geotextile – Synthetic fiber used in civil engineering applications, serving the primary functions of separation and filtration. Holiday – Holidays and the days observed are listed below. If a holiday falls on a Saturday, the holiday is observed on the preceding Friday. If the holiday falls on a Sunday, it is observed the following Monday. Unless specified otherwise in the Contract Documents or authorized by the Engineer, do not work on holidays. New Year’s Day January 1 Martin Luther King Day 3rd Monday in January Presidents’ Day 3rd Monday in February Memorial Day Last Monday in May Juneteenth June 19 Independence Day July 4 Labor Day 1st Monday in September Indigenous People’s Day 2nd Monday in October Veteran’s Day November 11 Thanksgiving Day 4th Thursday in November Thanksgiving Friday Day after Thanksgiving Christmas Day December 25 House Connection Sewer – A sewer, within a public street or right-of-way, proposed to connect any parcel, lot, or part of a lot with a mainline sewer. House Sewer – A sewer, wholly within private property, proposed to connect any building to a house connection sewer. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 63 Luminaire – The lamp housing including the optical and socket assemblies (and ballast if so specified). Luminaire Arm – The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire. Minor Bid Item – A single contract item constituting less than 10 percent (10%) of the original Contract Price bid. Modification – Includes Change Orders and Supplemental Agreements. A Modification may only be used after the effective date of the Contract. Notice of Award – The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract. Notice to Proceed – A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start. Own Organization - When used in Section 2-3.1 – Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further, such employees have their employment taxes, State disability insurance payments, State and Federal income taxes paid and administered, as applicable, by the Contractor. When used in Section 2-3.1 ”own organization” means construction equipment that the Contractor owns or leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an operator is not part of the Contractor's Own Organization and will not be included for the purpose of compliance with Section 2-3.1. Person – Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity. Plans – The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Private Contract – Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency. Project Inspector – The Engineer’s designated representative for inspection, contract administration and first level for informal dispute resolution. Proposal – See Bid. Reference Specifications – Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date. Roadway – The portion of a street reserved for vehicular use. Service Connection – Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 64 Sewer – Any conduit intended for the reception and transfer of sewage and fluid industrial waste. Specifications – General Provisions, Standard Specifications, Technical Specifications, Reference Specifications, Supplemental Provisions, and specifications in Supplemental Agreements between the Contractor and the Board. SMARTS - Stormwater Multiple Application and Report Tracking System (SMARTS) Resources provides a platform where dischargers, regulators, and the public can enter, manage, and view storm water data including permit registration documents, compliance, and monitoring data associated with California's Storm Water General Permits. Standard – The shaft or pole used to support street lighting luminaire, traffic signal heads, mast arms, etc. Standard Plans – Details of standard structures, devices, or instructions referred to on the Plans or in Specifications by title or number. Standard Specifications – The Standard Specifications for Public Works Construction (SSPWC), the “Greenbook”. State – State of California. Storm Drain – Any conduit and appurtenances intended for the reception and transfer of storm water. Street – Any road, highway, parkway, freeway, alley, walk, or way. Subbase – A layer of specified material of planned thickness between a base and the subgrade. Subcontractor – An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work. Subgrade – For roadways, that portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of other material is placed. For structures, the soil prepared to support a structure. Supervision – Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision by the Agency shall not mean active and direct superintendence of details of the Work. Supplemental Agreement – A written amendment of the Contract Documents signed by both parties. Supplemental Provisions – Additions and revisions to the Standard Specifications setting forth conditions and requirements peculiar to the work. Surety – Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 65 Tonne – Also referred to as “metric ton”. Represents a unit of measure in the International System of Units equal to 1,000 kilograms. Utility – Tracks, overhead or underground wires, pipeline, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or private easement. Work – That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services. 1-3 ABBREVIATIONS 1-3.1 General. The abbreviation herein, together with others in general use, are applicable to these Standard Specifications and to project Plans or other Contract Documents. All abbreviations and symbols used on Plans for structural steel construction shall conform to those given by the “Manual of Steel Construction” published by the American Institute of Steel Construction, Inc. 1-3.2 Common Usage Abbreviation Word or Words ABAN .............................................................Abandon ABAND .......................................................Abandoned ABS ........................ Acrylonitrile – butadiene – styrene AC .................................................... Asphalt Concrete ACP ........................................... Asbestos cement pipe ACWS ..................... Asphalt concrete wearing surface ALT ................................................................Alternate APTS ................................. Apartment and Apartments AMER STD ................................... American Standard AWG ............... American Wire Gage (nonferrous wire) BC .................................................. Beginning of curve BCR ....................................... Beginning of curb return BDRY ............................................................Boundary BF ..................................................... Bottom of footing BLDG ........................................ Building and Buildings BM ............................................................. Bench mark BVC .................................... Beginning of vertical curve B/W ........................................................... Back of wall C/C ..................................................... Center to center CAB ...................................... Crushed aggregate base CAL/OSHA ............ California Occupational Safety and Health Administration CalTrans ....... California Department of Transportation CAP .................................... Corrugated aluminum pipe CB ............................................................. Catch Basin Cb ........................................................................ Curb CBP ............................... Catch Basin Connection Pipe CBR ....................................... California Bearing Ratio CCR ............................ California Code of Regulations CCTV ............................................... Closed Circuit TV CES .......................... Carlsbad Engineering Standards CF ................................................................ Curb face CF ................................................................ Cubic foot C&G .................................................... Curb and gutter CFR ................................ Code of Federal Regulations CFS ......................................... Cubic Feet per Second CIP ......................................................... Cast iron pipe CIPP ................................................ Cast-in place pipe CL ............................................. Clearance, center line CLF .................................................... Chain link fence CMB ............................... Crushed miscellaneous base CMC ......................................... Cement mortar-coated CML ............................................ Cement mortar-lined CMWD .................... Carlsbad Municipal Water District CO .................................................... Cleanout (Sewer) COL ..................................................................Column COMM ....................................................... Commercial CONC ........................................................... Concrete CONN ........................................................ Connection CONST .................................. Construct, Construction COORD ...................................................... Coordinate CSP ............................................ Corrugated steel pipe CSD ............................... Carlsbad Standard Drawings CTB ............................................ Cement treated base CV ............................................................ Check valve CY ............................................................... Cubic yard D .............................................................. Load of pipe dB ................................................................... Decibels DBL .................................................................. Double DF ............................................................... Douglas fir DIA ................................................................ Diameter DIP ..................................................... Ductile iron pipe DL ................................................................Dead load DR ...................................................... Dimension Ratio DT .................................................................Drain Tile DWG ............................................................... Drawing DWY .............................................................. Driveway DWY APPR ................................... Driveway approach Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 66 E ....................................................................... Electric EA ........................................................................ Each EC ............................................................ End of curve ECR ................................................ End of curb return EF ................................................................ Each face EG ......................................................... Edge of gutter EGL .................................................. Energy grade line EI ................................................................... Elevation ELC ..................................... Electrolier lighting conduit ELT ........................................................ Extra long ton ENGR ....................................... Engineer, Engineering EP ................................................... Edge of pavement ESMT ........................................................... Easement ETB .......................................... Emulsion-treated base EVC ............................................... End of vertical curb EWA ............................... Encina Wastewater Authority EXC ............................................................ Excavation EXP JT ................................................. Expansion joint EXST ............................................................... Existing F .................................................................. Fahrenheit F&C ................................................... Frame and cover F&I .................................................. Furnish and install FAB ............................................................... Fabricate FAS ............................................... Flashing arrow sign FD ............................................................... Floor drain FDN ............................................................ Foundation FED SPEC ................................. Federal Specification FG ........................................................ Finished grade FH ............................................................. Fire hydrant FL ................................................................... Flow line FS ...................................................... Finished surface FT-LB .........................................................Foot-pound FTG .................................................................. Footing FW ............................................................ Face of wall G ........................................................................... Gas GA ..................................................................... Gauge GAL ............................................... Gallon and Gallons GALV ......................................................... Galvanized GAR ........................................... Garage and Garages GIP .............................................. Galvanized iron pipe GL ........................................ Ground line or grade line GM .............................................................. Gas meter GNV ............................................... Ground Not Visible GP ..................................................................Guy pole GPM ................................................ gallons per minute GR ...................................................................... Grade GRTG ............................................................... Grating GSP ........................................... Galvanized steel pipe H ............................................................ High or height HB .................................................................. Hose bib HC ................................................... House connection HDWL ........................................................... Headwall HGL .............................................. Hydraulic grade line HORIZ .......................................................... Horizontal HP ............................................................. Horsepower HPG ................................................ High pressure gas HPS ................................ High pressure sodium (Light) HYDR ............................................................ Hydraulic IE ......................................................... Invert Elevation ID ........................................................ Inside diameter INCL ...............................................................Including INSP .............................................................Inspection INV ...................................................................... Invert IP .................................................................... Iron pipe JC ..................................................... Junction chamber JCT .................................................................Junction JS ..................................................... Junction structure JT ......................................................................... Joint L ........................................................................ Length LAB ............................................................. Laboratory LAT ................................................................... Lateral LB ...................................................................... Pound LD ..................................................... Local depression LF ................................................................ Linear foot LH ............................................................... Lamp hole LL ...................................................................Live load LOL .............................................................Layout line LONG ........................................................Longitudinal LP ................................................................ Lamp post LPS ................................. Low pressure sodium (Light) LS ................................................................ Lump sum LTS .................................................... Lime treated soil LWD ............................... Leucadia Wastewater District MAINT ..................................................... Maintenance MAX ............................................................. Maximum MCR ............................................ Middle of curb return MEAS ............................................................. Measure MH ................................... Manhole, maintenance hole MIL SPEC .................................... Military specification MISC ..................................................... Miscellaneous MOD ................................................... Modified, modify MON ............................................................ Monument MSL .. Mean Sea Level (Reg. Standard Drawing M-12) MTBM ......................... Microtunneling Boring Machine MULT ...............................................................Multiple MUTCD .....Manual on Uniform Traffic Control Devices MVL ............................................... Mercury vapor light NCTD .............................. North County Transit District NRCP .............................. Nonreinforced concrete pipe OBS ...............................................................Obsolete OC ................................................................ On center OD ..................................................... Outside diameter OE .............................................................. Outer edge OHE ................................................ Overhead Electric OMWD ................. Olivenhain Municipal Water District OPP ...............................................................Opposite ORIG ................................................................Original PB ................................................................... Pull box PC .................................................... Point of curvature PCC ....................... Portland cement concrete or point of compound curvature PCVC ....................... Point of compound vertical curve PE ........................................................... Polyethylene PI .................................................. Point of intersection PL ............................................................. Property line PMB ............................ Processed miscellaneous base POC ...................................................... Point on curve POT .................................................... Point on tangent PP .............................................................. Power pole PRC .......................................... Point of reverse curve PRVC ............................ Point of reverse vertical curve PSI ......................................... Pounds per square inch PT .................................................... Point of tangency PVC .................................................. Polyvinyl chloride PVMT ........................................................... Pavement PVT R/W ....................................... Private right-of-way Q ........................ Rate of flow in cubic feet per second Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 67 QUAD ....................................... Quadrangle, Quadrant R ....................................................................... Radius R&O ......................................................... Rock and oil R/W .......................................................... Right-of-way RA ...................................................... Recycling agent RAC ................................... Recycled asphalt concrete RAP ................................ Reclaimed asphalt pavement RBAC ............................. Rubberized asphalt concrete RC ................................................ Reinforced concrete RCB ...................................... Reinforced concrete box RCE ...................................... Registered civil engineer RCP ..................................... Reinforced concrete pipe RCV ........................................... Remote control valve REF ............................................................. Reference REINF ..............................Reinforced or reinforcement RES ...............................................................Reservoir RGE ........................ Registered geotechnical engineer ROW ....................................................... Right-of-Way RR ...................................................................Railroad RSE .............................. Registered structural engineer RTE .................................... Registered traffic engineer S .................................... Sewer or Slope, as applicable SCCP ............................... Steel cylinder concrete pipe SD ............................................................. Storm drain SDNR .............................. San Diego Northern Railway SDR ....... Standard thermoplastic pipe dimension ratio (ratio of pipe O.D. to minimum wall thickness) SDRSD ......... San Diego Regional Standard Drawings SE ...................................................... Sand Equivalent SEC .................................................................. Section SF ............................................................. Square foot SFM ................................................ Sewer Force Main SI ....................... International System of Units (Metric) SPEC ..................................................... Specifications SPPWC .......................................... Standard Plans for Public Works Construction SSPWC ............................. Standard Specifications for Public Works Construction ST HWY ................................................ State highway STA ................................................................... Station STD ............................................................... Standard STR ..................................................................Straight STR GR ................................................ Straight grade STRUC .......................................... Structural/Structure SW .................................................................Sidewalk SWD ...................................................... Sidewalk drain SY ............................................................ Square yard T .................................................................. Telephone TAN ................................................................. Tangent TC .............................................................. Top of curb TEL ............................................................. Telephone TF ........................................................... Top of footing TOPO ........................................................ Topography TR ........................................................................ Tract TRANS ......................................................... Transition TS ......................... Traffic signal or transition structure TSC ............................................. Traffic signal conduit TSS ........................................... Traffic signal standard TW ..............................................................Top of wall TYP .................................................................. Typical UE .............................................. Underground Electric USA .................................... Underground Service Alert VAR ..................................................... Varies, Variable VB ................................................................ Valve box VC .......................................................... Vertical curve VCP ................................................... Vitrified clay pipe VERT ............................................................... Vertical VOL .................................................................. Volume VWD ....................................... Vallecitos Water District W ........................ Water, Wider or Width, as applicable WATCH .............. Work Area Traffic Control Handbook WI ............................................................ Wrought iron WM ........................................................... Water meter WPJ .......................................... Weakened plane joint XCONN ............................................ Cross connection XSEC ..................................................... Cross section 1-3.3 Institutions. Abbreviation Word or Words AASHTO ................. American Association of State Highway and Transportation Officials AISC ....................................................................American Institute of Steel Construction ANSI ...................................................................... American National Standards Institute API ...................................................................................... American Petroleum Institute AREA ............................................................ American Railway Engineering Association ASTM ............................................................ American Society for Testing and Materials AWPA................................................................. American Wood Preservers Association AWS ........................................................................................ American Welding Society AWWA ....................................................................... American Water Works Association FHWA.............................................................................. Federal Highway Administration GRI ................................................................................. Geosynthetic Research Institute NEMA ......................................................... National Electrical Manufacturers Association NOAA ................ National Oceanic and Atmospheric Administration (Dept. of Commerce) UL .................................................................................... Underwriters’ Laboratories Inc. USGS ............................................................................. United States Geological Survey Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 68 1-4 UNITS OF MEASURE. 1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test requirements contained herein use SI units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S. Standard Measures in parenthesis may or may not be exactly equivalent. Reference is also made to ASTM E 380 for definitions of various units of the SI system and a more extensive set of conversion factors. 1-4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) SI Unit (Abbreviations) (Abbreviations) 1 mil (=0.001 in) ....................................................................................25.4 micrometer (m) 1 inch (in) ..............................................................................................25.4 millimeter (mm) 1 inch (in) ..............................................................................................2.54 centimeter (cm) 1 foot (ft) ................................................................................................0.3048 meter (m) 1 yard (yd) .............................................................................................0.9144 meter (m) 1 mile (mi) .............................................................................................1.6093 kilometer (km) 1 square foot (ft2) ..................................................................................0.0929 square meter (m2) 1 square yard (yd2) ................................................................................0.8361 square meter (m2) 1 cubic foot (ft3) .....................................................................................0.0283 cubic meter (m3) 1 cubic yard (yd3) ..................................................................................0.7646 cubic meter (m3) 1 acre ....................................................................................................0.4047 hectare (ha) 1 U.S. gallon (gal) .................................................................................3.7854 Liter (L) 1 fluid ounce (fl. oz.) ..............................................................................29.5735 millileter (mL) 1 pound mass (lb) (avoirdupois) ...........................................................0.4536 kilogram (kg) 1 ounce mass (oz) .................................................................................0.02835 kilogram (kg) 1 Ton (=2000 lb avoirdupois) ................................................................0.9072 Tonne (= 907 kg) 1 Poise ..................................................................................................0.1 pascal . second (Pa . s) 1 centistoke (cs) ....................................................................................1 square millimeters per second (mm2/s) 1 pound force (lbf) .................................................................................4.4482 Newton (N) 1 pounds per square inch (psi) .............................................................6.8948 Kilopascal (kPa) 1 pound force per foot (lbf/ft) .................................................................1.4594 Newton per meter (N/m) 1 foot-pound force (ft-lbf).......................................................................1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) ...............................................1.3558 Watt (W) 1 part per million (ppm) .........................................................................1 milligram/liter (mg/L) Temperature Units and Abbreviations Degree Fahrenheit (°F): ........................................................................Degree Celsius (°C): °F = (1.8 x °C) + 32 ...............................................................................°C = (°F – 32)/1.8 SI Units (abbreviation) Commonly Used in Both Systems 1 Ampere (A) 1 Volt (V) 1 Candela (cd) 1 Lumen (lm) 1 second (s) Common Metric Prefixes kilo (k) ....................................................................................................103 centi (c)..................................................................................................10-2 milli (m) ..................................................................................................10-3 micro () ................................................................................................10-6 nano (n) .................................................................................................10-9 pico (p) ..................................................................................................10-12 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 69 1-5 SYMBOLS. Delta, the central angle or angle between tangents Angle % Percent ‘ Feet or minutes “ Inches or seconds 1 Number / per or (between words) ° Degree PL Property line CL Centerline SL Survey line or station line Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 70 SECTION 2 – SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids. 2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the Board, except that the Contractor may assign money due or which will accrue to it under the Contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the Work, should the Contractor be in default. 2-3 SUBCONTRACTS. 2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information: The Bidder shall set forth in the Bid, as provided in 4104: “(a) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor’s total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor’s total bid or ten thousand dollars ($10,000), whichever is greater.” “(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in his bid.” If the Contractor fails to specify a Subcontractor, or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the Contractor’s total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as otherwise provided in the Code. As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by procedures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor. Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 71 Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor’s own organization. The Board shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a public hearing before the Board and shall be notified ten (10) days in advance of the time and location of said hearing. The determination of the City Council shall be final. 2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under its control. The Contractor shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated “Specialty Items” may be performed by subcontract, and the amount of any such “Specialty Items” so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. “Specialty Items” will be identified by the Agency in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer. Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted. 2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor, and the Contractor shall be responsible for their work. 2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful performance/warranty bond shall be in a sum not less than one hundred percent of the total amount payable by the terms of this contract. The Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hundred percent of the total amount payable by the terms of this contract. Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 72 The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following documents: 1) An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States. Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiving notice from the Agency. Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the contract until a new Surety shall qualify and be accepted by the Board. Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General. The Contractor shall keep at the Work site a copy of the Plans and Specifications, to which the Engineer shall have access at all times. The specifications for the work include the General Provisions, project technical specifications, Carlsbad Engineering Standards (CES), Standard Specifications for Public Works Construction, (SSPWC), Part 2 & 3, and the latest supplements thereto, current edition at the time of bid opening as published by the "Greenbook" Committee of Public Works Standards, Inc., hereinafter designated "SSPWC", as amended. The Plans consist of the construction drawings designated as City of Carlsbad Drawing No. 525-6 issued under this Contract. The Standard Drawings consist of the latest edition of the Caltrans Drawings, the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County Department of Public Works, together with the most recent editions of the City of Carlsbad Engineering Standards and Carlsbad Standard Drawings, as issued by the City of Carlsbad and the Carlsbad Municipal Water District, hereinafter designated as CES and CSD, respectively. Modified standard drawings, as applicable, are enclosed in the appendices to these General Provisions. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 73 The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor. The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer. 2-5.2 Precedence of Contract Documents. If there is a conflict between Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence: 1. Permits from other agencies as may be required by law. 2. Change orders, whichever occurs last. 3. Contract addenda, whichever occurs last. 4. Contract. 5. Supplemental Provisions. 6. Technical Specifications. 7. Carlsbad General Provisions. 8. Plans. 9. Standards plans. A. City of Carlsbad Standard Drawings. B. Carlsbad Municipal Water District Standard Drawings. C. City of Carlsbad modifications to the San Diego Area Regional Standard Drawings. D. San Diego Area Regional Standard Drawings. E. Traffic Signal Design Guidelines and Standards. F. State of California Department of Transportation Standard Plans. G. State of California Department of Transportation Standard Specifications. H. California Manual on Uniform Traffic Control Devices (CA MUTCD). 10. Standard Specifications for Public Works Construction, as amended. 11. Reference Specifications. 12. Manufacturer’s Installation Recommendations Detail drawings shall take precedence over general drawings. Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will take precedence over items 2) through 9) above. Detailed plans and plan views shall have precedence over general plans. 2-5.2.1 Precedence of Contract Documents, Where CALTRANS specifications are used to modify the SSPWC or added to the SSPWC by any of the contract documents the CALTRANS Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 74 specifications shall have precedence only in reference to the materials and construction materials referred to in the CALTRANS specifications. The Invitation to Bid, Contract for Public Works, Part 1 of these Supplemental Provisions and Part 1 of the SSPWC, in the order of precedence in Section 2-5.2 of the SSPWC, shall prevail over the CALTRANS specifications in all other matters. 2-5.3 Submittals. 2-5.3.1 General. Submittals shall be provided, at the Contractor’s expense, as required in 2-5.3.2, 2-5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the Engineer. The Contractor shall post submittals and retrieve the Engineer’s submittal review comments through Procore accessible through the Internet. Instruction on procedures for posting and retrieving submittals will be provided after award of the Contract. Contractor shall post all communications addressed to the Engineer concerning construction including RFIs, submittals, daily logs, and transmittals to the Project management website (Procore) established for the Project. The use of Procore for project management does not relieve the contractor of any other requirements as may be specified in the contract documents. Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required by performed, before the required submittals have been reviewed and accepted by the Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals. The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number of the original submittal followed by an ascending alphabetical designation (e.g. The label ‘4-C’ would indicate the third instance that the fourth submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal on the Contractor’s letterhead. The Letter of Transmittal shall contain the following: 1. Project title and Agency contract number. 2. Number of complete sets. 3. Contractor’s certification statement. 4. Specification section number(s) pertaining to material submitted for review. 5. Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.) 6. Description of the contents of the submittal. 7. Identification of deviations from the contract documents. 8. The signature, printed name, title and company name of the Contractor’s representative. When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 75 in conformance with the requirements of the Contract Documents. The Contractor shall subscribe to and shall place the following certification on all submittals: "I hereby certify that the (equipment, material, procedure) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval.” Or "I hereby certify that the (equipment, material, procedure) contained herein meet all requirements shown or specified in the Contract Documents, except for the following deviation(s):______________________________________________” 2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the Plans which are required to be designed by the Contractor. Working drawings shall be of a size and scale to clearly show all necessary details. Working drawings are required in the following sections: TABLE 2-5.3.2 (A) Item Section Number Title Subject 1 7-10.4.1 Safety Orders Trench Shoring 2 207-2.5 Joints Reinforced Concrete Pipe 3 207-8.4 Joints Vitrified Clay Pipe 4 207-10.2.1 General Fabricated Steel Pipe 5 300-3.2 Cofferdams Structure Excavation & Backfill 6 303-1.6.1 General Falsework 7 303-1.7.1 General Placing Reinforcement 8 303-3.1 General Prestressed Concrete Construction 9 304-1.1.1 Shop Drawings Structural Steel 10 304-1.1.2 Falsework Plans Structural Steel 11 304-2.1 General Metal Hand Railings 12 306-2.1 General Jacking Operations 13 306-3.1 General Tunneling Operations 14 306-3.4 Tunnel Supports Tunneling Operations 15 306-6 Remodeling Existing Sewer Facilities Polyethylene Liner Installation 16 306-8 Microtunneling Microtunneling Operations 17 307-4.3 Controller Cabinet Wiring Diagrams Traffic Signal Construction 18 7-8.4.2 Sewage Bypass and Pumping Plan Temporary Sewer Bypassing 19 7-8.4.3 Spill Prevention and Emergency Response Plan Spill Prevention and Emergency Response Plan Working drawings listed above as Items 5, 6, 8, 9, 10, 12, 13, 14 and 16 shall be prepared by a Civil or Structural Engineer registered by the State of California. 2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings required shall be as specified in the Special Provisions and submitted electronically into Procore. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 76 2-5.3.4 Supporting Information. Supporting information is information required by the Specifications for the purposes of administration of the Contract, analysis for verification of conformance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other information as may be required by the Engineer. Six copies of the supporting information shall be submitted to the Engineer prior to the start of the Work unless otherwise specified in the Special Provisions or directed by the Engineer. Supporting information for systems shall be bound together and include all manufactured items for the system. If resubmittal is not required, three copies will be returned to the Contractor. Supporting information shall consist of the following and is required unless otherwise specified in the Special Provisions: 1. List of Subcontractors per 2-3.2. 2. List of Materials per 4-1.4. 3. Certifications per 4-1.5. 4. Construction Schedule per 6-1. 5. Confined Space Entry Program per 7-10.4.4. 6. Concrete mix designs per 201-1.1. 7. Asphalt concrete mix designs per 203-6.1. 8. Controller Cabinet Wiring Diagrams per 701-17.2.2. 9. Data, including, but not limited to, catalog sheets, manufacturer’s brochures, technical bulletins, specifications, diagrams, product samples, and other information necessary to describe a system, product or item. This information is required for irrigation systems, street lighting systems, and traffic signals, and may also be required for any product, manufactured item, or system. 10. Temporary highline plan per Carlsbad Engineering Standards. 2-5.4 Record Drawings. The Contractor shall provide and keep up-to-date a complete "as-built" record set of blue-line prints, which shall be corrected in red daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, underground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be used only as a record set and shall be delivered to the Engineer within ten (10) days of completion of the work. Payment for performing the work required herein shall be included in the various bid items and no additional payment will be made therefore. 2-5.5 Project Management and Document Control. The Contractor shall utilize the Agency’s standardized online project management and document control platform: Procore (www.procore.com). The Contractor is required to create a free, web-based, user account(s) and utilize web-based training / tutorials (as needed) to become familiar with the system. Unless the Engineer approves otherwise, the Contractor shall process all project documents through Procore. If unfamiliar or not otherwise trained with Procore, the Contractor and applicable team members shall complete a free training certification course at the following site: http://learn.procore.com/procore-certification-subcontractor. The Contractor is responsible for obtaining their own technical support, as needed, either through online training or by contacting the Procore support team. The Contractor shall regularly check Procore and review updated documents as they are added. There will be no cost to the Contractor for the use of Procore. The Contractor shall provide at least one on-site individual with mobile access to the Procore App to provide real-time access to current and updated drawings, specifications, RFIs, submittals, schedules, change orders, and other project documents as well as any deficient observations or punch list items. The Contractor shall post all communications addressed to the Engineer, and Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 77 shall review and act on all communications addressed to the Contractor, in the Procore App. The use of Procore does not relieve the contractor of any other requirements as may be specified in the Contract Documents. Procore for Windows, iOS: https://apps.apple.com/us/app/procore-construction- management/id374930542 Procore for Android: https://play.google.com/store/apps/details?id=com.procore.activities 2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the Contract in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all materials, equipment, tools, labor, and incidentals necessary to complete the Work. 2-7 SUBSURFACE DATA. All soil and test hole data, water table elevations, and soil analyses shown on the drawings or included in the Specifications apply only at the location of the test holes and to the depths indicated. Soil test reports for test holes which have been drilled are available for inspection at the office of the Engineer. Any additional subsurface exploration shall be done by Bidders or the Contractor at their own expense. The indicated elevation of the water table is that which existed on the date when test hole data was determined. It is the Contractor’s responsibility to determine and allow for the elevation of groundwater at the date of project construction. A difference in elevation between groundwater shown in soil boring logs and groundwater actually encountered during construction will not be considered as a basis for extra work. 2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work will be provided by the Agency. Unless otherwise provided, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas and facilities temporarily required. The Contractor shall indemnify and hold the Agency harmless from all claims for damages caused by such actions. 2-9 SURVEYING. 2-9.1 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California, hereinafter Surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the Surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by §§ 8772 and 8773, et seq. of the California Business and Professions Code. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer. 2-9.2 Survey Service. The Contractor shall hire and pay for the services of a Surveyor, hereinafter Surveyor to perform all work necessary for establishing control, construction staking, Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 78 records research and all other surveying work necessary to construct the work, provide surveying services as required herein and provide surveying, drafting and other professional services required to satisfy the requirements of the Land Surveyors Act. Surveyor shall be resident on the site during all surveying operations and shall personally supervise and certify the surveying work. 2-9.2.1 Submittal of Surveying Data. All surveying data submittals shall conform to the requirements of Section 2-5.3.3, “Submittals”, herein. The Contractor shall submit grade sheets to the Engineer before commencing work in the area affected by the grade sheets. The Contractor shall submit field notes for all surveying required herein to the Engineer within ten days of performing the survey. All surveying field notes, grade sheets and survey calculations shall be submitted in bound form on 215mm by 280 mm (81/2” by 11”) paper. The field notes, calculations and supporting data shall be clear and complete. Supporting data shall include all maps, affidavits, plats, field notes from earlier surveys and all other evidence used by the Surveyor to determine the location of the monuments set. The field notes and calculations will be labeled with name of the Surveyor, the party chief, the field crewmembers and the author of the field notes or calculations. They shall be annotated with the date of observation or calculation, be numbered with consecutive page numbers and shall be readable without resort to any electronic aid, computer program or documentation for any computer program. The field notes shall be prepared in conformance with the CALTRANS “Surveys Manual”. The Contractor shall have a Record of Survey prepared by the Surveyor and file it in conformance with §§ 8700 - 8805 of the State of California Business and Professions Code when the Surveyor performs any surveying that such map is required under §§ 8762 of the State of California Business and Professions Code and whenever the Surveyor shall establish, set or construct any permanent survey monument. SDRS drawing M-10 type monuments, bolts, spikes, leaded tacks and nails (when set in concrete), iron pipes, reinforcing steel and all monuments and marks that are at, or accessory to, property corners and street centerlines are permanent survey monuments. The Record of Survey shall show all monuments set, control monuments used, the basis of bearings and all other data needed to determine the procedure of survey and the degree of accuracy attained by the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not exceed 1 part in 40,000. The record of survey shall show the location and justification of location of all permanent monuments set and their relation to the street right-of-way. Record(s) of Survey(s) shall be submitted for the Engineer’s review and approval before submittal to the County Surveyor and before submittal to the County Recorder. 2-9.2.2 Survey Requirements, Stakes shall be set at offsets approved by the Engineer at no greater intervals than specified in TABLE 2-9.2.2(A) as measured along the project stationing. Stakes shall be set to show the location and grade of future curbs adjacent to traffic signal locations where the curb is not being built as a part of this contract. Staking and marking shall be completed by the Surveyor and inspected and approved by the Engineer before the start of construction in the area marked. Centerline monument shall have the disk stamped with the date the monument was set and the registration number of the Surveyor. When curb and gutter does not exist and is not being installed as a part of the project the location of adjacent facilities being constructed as a part of the contract the Contractor shall place stakes defining the horizontal and vertical location of such adjacent utility vaults, poles or other facilities that are being installed as parts of, or adjunct to, the project either by the Contractor and/or those noted on the plans as to be installed by others. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 79 TABLE 2-9.2.2(A) Survey Requirements for Construction Staking Feature Staked Stake Description Centerline or Parallel to Centerline Spacing, Lateral Spacing , Setting Tolerance (Within) Street Centerline SDRS M-10 Monument 1000’, Street Intersections, Begin and end of curves, only when shown on the plans on street centerline 0.02’ Horizontal, also see Section 2-9.2.1 herein Clearing Lath in soil, painted line on PCC & AC surfaces lath - Intervisible, 50’ on tangents & 25’ on curves, Painted line - continuous at clearing line 1’ Horizontal Slope RP + Marker Stake Intervisible and 50’ Grade Breaks & 25’ 0.1’ Vertical & Horizontal Fence RP + Marker Stake 200’ on tangents, 50’ on curves when R 1000’ & 25’ on curves when R 1000’ N/A ( constant offset) 0.1’ Horizontal Rough Grade Cuts or Fills 10 m (33’) RP + Marker Stake 50’ N/A 0.1’ Vertical & Horizontal Final Grade (includes top of: Basement soil, subbase and base) RP + Marker Stake, Blue-top in grading area 50’ on tangents & curves when R 1000’ & 25’ on curves when R 1000’ 22’ 3/8” Horizontal & 1/4” Vertical Asphalt Pavement Finish Course RP, paint on previous course 25’ or as per the intersection grid points shown on the plan whichever provides the denser information edge of pavement, paving pass width, crown line & grade breaks 3/8” Horizontal & 1/4” Vertical Drainage Structures, Pipes & similar Facilities, RP + Marker Stake intervisible & 25’, beginning and end, BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities, Risers & similar facilities (except plumbing), Skewed cut-off lines as appropriate 3/8” Horizontal & 1/4” Vertical Curb RP + Marker Stake 25’, BC & EC, at ¼, ½ & ¾ on curb returns & at beginning & end ( constant offset) 3/8” Horizontal & 1/4” Vertical Traffic Signal Vertical locations shall be based on the ultimate elevation of curb and sidewalk Signal Poles & Controller RP + Marker Stake at each pole & controller location as appropriate 3/8” Horizontal & 1/4” Vertical Junction Box RP + Marker Stake at each junction box location as appropriate 3/8” Horizontal & 1/4” Vertical Conduit RP + Marker Stake 50’ on tangents & curves when R 1000’ & 25’ on curves when R 1000’ or where grade 0.30% as appropriate 3/8” Horizontal & when depth cannot be measured from existing pavement 1/4” Vertical Minor Structure RP + Marker Stake + Line Stake for catch basins: at centerline of box, ends of box & wings & at each end of the local depression as appropriate 3/8” Horizontal & 1/4” Vertical (when vertical data needed) Abutment Fill RP + Marker Stake + Line Stake 50’ & along end slopes & conic transitions as appropriate 0.1’ Vertical & Horizontal Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 80 Feature Staked Stake Description Centerline or Parallel to Centerline Spacing, Lateral Spacing , Setting Tolerance (Within) Wall RP + Marker Stake + Line Point +Guard Stake 50’ and at beginning & end of: each wall, BC & EC, layout line angle points, changes in footing dimensions &/or elevation & wall height as appropriate 1/4” Horizontal & 1/4” Vertical Major Structure Footings, Bents, Abutments & Wingwalls RP + Marker Stake + Line Point +Guard Stake 10’ to 33’ as required by the Engineer, BC & EC, transition points & at beginning & end. Elevation points on footings at bottom of columns as appropriate 3/8” Horizontal & 1/4” Vertical Superstructures RP 10’ to 33’ sufficient to use string lines, BC & EC, transition points & at beginning & end. Elevation points on footings at bottom of columns as appropriate 3/8” Horizontal & 1/4” Vertical Miscellaneous Contour Grading RP + Marker Stake 50’ along contour line 0.1’ Vertical & Horizontal Utilities , RP + Marker Stake 50’ on tangents & curves when R 1000’ & 25’ on curves when R 1000’ or where grade 0.30% as appropriate 3/8” Horizontal & 1/4” Vertical Channels, Dikes & Ditches RP + Marker Stake intervisible & 100’, BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities as appropriate 0.1’ Horizontal & 1/4” Vertical Signs RP + Marker Stake + Line Point +Guard Stake At sign location Line point 0.1’ Vertical & Horizontal Subsurface Drains RP + Marker Stake intervisible & 50’, BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities, Risers & similar facilities as appropriate 0.1’ Horizontal & 1/4” Vertical Overside Drains RP + Marker Stake longitudinal location At beginning & end 0.1’ Horizontal & 1/4” Vertical Markers RP + Marker Stake for asphalt street surfacing 50’ on tangents & curves when R 1000’ & 25’ on curves when R 1000’. At marker location(s) 1/4” Horizontal Railings & Barriers RP + Marker Stake At beginning & end and 50’ on tangents & curves when R 1000’ & 25’ on curves when R 1000’ at railing & barrier location(s) 3/8” Horizontal & Vertical AC Dikes RP + Marker Stake At beginning & end as appropriate 0.1’ Horizontal & Vertical Box Culverts 10’ to 33’ as required by the Engineer, BC & EC, transition points & at beginning & end. Elevation points on footings & at invert as appropriate 3/8” Horizontal & 1/4” Vertical Pavement Markers RP 200’ on tangents, 50’ on curves when R 1000’ & 25’ on curves when R 1000’. For PCC surfaced streets lane cold joints will suffice at pavement marker location(s) 1/4” Horizontal Staking for feature may be omitted when adjacent marker stakes reference the offset and elevation of those features and the accuracy requirements of the RP meet the requirements for the feature. Reference points shall be sufficiently durable and set securely enough to survive with accuracy intact throughout the installation & inspection of the features or adjacent facilities for which they provide control. RP means reference point for the purposes of this table. Perpendicular to centerline. Some features are not necessarily parallel to centerline but are referenced thereto. Multi-plane surfaced features shall be staked so as to provide line & grade information for each plane of the feature means greater than, or equal to, the number following the symbol. means less than, or equal to, the number following the symbol. The cut datum for storm drainage & sanitary sewer pipes & similar structures shall be their invert. The cut datum for all other utilities shall be the top of their pipe or conduit. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 81 All guard stakes, line stakes and lath shall be flagged. Unless otherwise approved by the Engineer flagging, paint and marking cards shall be the color specified in TABLE 2-9.2.2(B) TABLE 2-9.2.2(B) Survey Stake Color Code for Construction Staking Type of Stake Description Color* Horizontal Control Coordinated control points, control lines, control reference points, centerline, alignments, etc. White/Red Vertical Control Bench marks White/Orange Clearing Limits of clearing Yellow/Black Grading Slope, intermediate slope, abutment fill, rough grade, contour grading, final grade, etc. Yellow Structure Bridges, sound and retaining walls, box culverts, etc. White Drainage, Sewer, Curb Pipe culverts, junction boxes, drop inlets, headwalls, sewer lines, storm drains, slope protection, curbs, gutters, etc. Blue Right-of-Way Fences, R/ W lines, easements, property monuments, etc. White/Yellow Miscellaneous Signs, railings, barriers, lighting, etc. Orange * Flagging and marking cards, if used. 2-9.2.3 Payment for Survey, Payment for work performed to satisfy the requirements of Sections 2-9.1 through 2-9.2.2 shall be included in the actual bid items requiring the survey work and no additional payment will be made. Extension of unit prices for extra work shall include full compensation for attendant survey work and no additional payment will be made. Payment for the replacement of disturbed monuments and the filing of records of survey and/or corner records, including filing fees, shall be incidental to the work necessitating the disturbance of said monuments and no additional payment will be made. 2-9.3 Private Engineers. Surveying by private engineers on the Work shall conform to the quality and practice required by the Engineer. 2-9.4 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the Plans. Three consecutive points set on the same slope shall be used together so that any variation from a straight grade can be detected. Any such variation shall be reported to the Engineer. In the absence of such report, the Contractor shall be responsible for any error in the grade of the finished work. Grades for underground conduits will be set at the surface of the ground. The Contractor shall transfer them to the bottom of the trench. 2-10 AUTHORITY OF BOARD AND ENGINEER. The Board has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or an authorized representative. The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of material, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless otherwise ordered by the Board. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 82 2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records in the Contractor’s or subcontractor’s possession pertaining to the work that the Engineer may request. 2-10.2 Audit and Inspection, Contractor agrees to maintain and/or make available, to the Engineer, within San Diego County, accurate books and accounting records relative to all its activities and to contractually require all subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor’s and its subcontractors performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor’s staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data relating to all matters covered by this Contract. However, any such activities shall be carried out in a manner so as to not unreasonably interfere with Contractor’s ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations. 2-11 INSPECTION. The Work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer before noon of the working day before inspection is required. Work shall be done only in the presence of the Engineer, unless otherwise authorized. Any work done without proper inspection will be subject to rejection. The Engineer and any authorized representatives shall at all times have access to the Work during its construction at shops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with these specifications. Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of the Contract. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 83 SECTION 3 – CHANGES IN WORK 3-1 CHANGES REQUESTED BY THE CONTRACTOR. 3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes. 3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or no additional cost to the Agency. 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and Agency, unless both parties agree to proceed with the change by Change Order. Change Orders shall be in writing and state the dollar value of the change or established method of payment, any adjustment in contract time of completion, and when negotiated prices are involved, shall provide for the Contractor’s signature indicating acceptance. 3-2.2 Payment. 3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then an adjustment in payment will be made. This adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price. If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies from the Bid quantity by more than 50 percent, payment will be made per Section 3-2.2.2 or 3-2.2.3 as appropriate. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per Section 3-2.4. 3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 50 percent, payment for the quantity in excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 84 3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the Contract Unit Price. 3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipulated Unit Prices may be used for the adjustment of Contract changes when so specified in the Special Provisions. 3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Contract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise specified in Sections 3-2.2.2 and 3-2.2.3. 3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values for all lump sum bid items that shall be used for the purpose of progress payments. The prices shall be valid for the purpose of change orders to the project. 3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in writing from the Engineer so stating its elimination. If material conforming to the Plans and Specifications is ordered by the Contractor for use in the eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that material cannot be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for handling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3. 3-3 EXTRA WORK. 3-3.1 General. New or unforeseen work will be classified as “extra work” when the Engineer determines that it is not covered by Contract Unit Prices or stipulated unit prices. 3-3.2 Payment. 3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for the extra work based on the accumulation of costs as provided herein. 3-3.2.2 Basis for Establishing Costs. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 85 (a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that applicable to extra work will be paid. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 3-3.2.3 (a). (b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery. The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary for the progress of the Work. No markup shall be applied to any material provided by the Agency. (c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replacement value of $500 or less. Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, “Labor Surcharge and Equipment Rental Rates” published by CALTRANS, current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of this contract. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportation costs for equipment used on the extra work shall be included. If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor elects to keep it at the Work site, at no expense to the Agency. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used. Manufacturer’s ratings and approved modifications shall be used to classify equipment and it shall be powered by a unit of at least the minimum rating recommended by the manufacturer. The reported rental time for equipment already at the Work site shall be the duration of its use on the extra work. This time begins when equipment is first put into actual operation on the extra work, plus the time required to move it from its previous site and back, or to a closer site. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 86 (d) Other Items. The Agency may authorize other items which may be required on the extra work, including labor, services, material, and equipment. These items must be different in their nature from those required for the Work, and be of a type not ordinarily available from the Contractor or Subcontractors. Invoices covering all such items in detail shall be submitted with the request for payment. (e) Invoices. Vendors’ invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report. 3-3.2.3 Markup. (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1. Labor …………………………..…. 20 2. Materials .………………………… 15 3. Equipment Rental ………………. 15 4. Other Items and Expenditures … 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer. Failure to submit the daily report by the close of the next working day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor. The report shall: 1. Show names of workers, classifications, and hours worked. 2. Describe and list quantities of materials used. 3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable. 4. Describe other services and expenditures in such detail as the Agency may require. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 87 3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the following Work site conditions (hereinafter called changed conditions), in writing, upon their discovery and before they are disturbed: 1. Subsurface or latent physical conditions differing materially from those represented in the Contract; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from that represented in the Contract which the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. The Engineer will promptly investigate conditions which appear to be changed conditions. If the Engineer determines that conditions are changed conditions and they will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time subject to the provisions of 6-6. If the Engineer determines that the conditions do not justify an adjustment in compensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees. The Contractor’s failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engineer due written notice of potential claim as hereinafter specified. Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor’s failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions. Verbal notifications are disallowed. The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655. “The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code Sections 12650-12655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City’s proposed final estimate in order for it to be further considered.” Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 88 By: ___________________________________ Title: ______________________________ Date: _________________________________ Company Name: ______________________________________________________________ The Contractor’s estimate of costs may be updated when actual costs are known. The Contractor shall submit substantiation of its actual costs to the Engineer within 20 working days after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on the basis of said notice of potential claim. It is the intention of this section that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engineer at the earliest possible time in order that such matters be settled, if possible, or other appropriate action promptly taken. 3-5 DISPUTED WORK. The Contractor shall give the agency written notice of potential claim prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in connection therewith. If the contractor and the agency are unable to reach agreement on disputed work, the Agency may direct the contractor to proceed with the work. Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall attempt to resolve all disputes informally through the following dispute resolution chain of command: 1. Project Inspector 2. Construction Manager 3. Deputy City Engineer, Construction Management & Inspection 4. City Engineer 5. City Manager The Contractor shall submit a complete report within 20 working days after completion of the disputed work stating its position on the claim, the contractual basis for the claim, along with all documentation supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review the Contractor’s report and respond with a position, request additional information or request that the Contractor meet and present its report. When additional information or a meeting is requested the City will provide its position within 10 working days of receipt of said additional information or Contractor’s presentation of its report. The Contractor may appeal each level’s position up to the City Manager after which the Contractor may proceed under the provisions of the Public Contract Code. The authority within the dispute resolution chain of command is limited to recommending a resolution to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions in the contract. All claims by the -Contractor shall be resolved in accordance with Public Contract Code section 9204, which is set forth below: Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 89 9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section: (1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) “Public entity” shall not include the following: (i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority. (4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 90 (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 91 request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date. In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section 20104) which is set forth below ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS 20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency. (2) This article shall not apply to any claims resulting from a contract between a contractor and a public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2. (b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except that "public work" does not include any work or improvement contracted for by the state or the Regents of the University of California. (2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency. (c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 92 (d) This article applies only to contracts entered into on or after January 1, 1991. 20104.2. For any claim subject to this article, the following requirements apply: (a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. (b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. (c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. 20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: (a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 93 disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator. (b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration.(2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 94 SECTION 4 – CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be new, high grade, and free from defects. Quality of work shall be in accordance with the generally accepted standards. Material and work quality shall be subject to the Engineer’s approval. Materials and work quality not conforming to the requirements of the Specifications shall be considered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately from the site by the Contractor, at its expense, when so directed by the Engineer. If the Contractor fails to replace any defective or damaged work or material after reasonable notice, the Engineer may cause such work or materials to be replaced. The replacement expense will be deducted from the amount to be paid to the Contractor. Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications. 4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and all items of equipment for the duration of the Contract. The Contractor shall not, without the Agency’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract. 4-1.3 Inspection Requirements. 4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations. Steel pipe in sizes less than 6 inches and vitrified clay and cast iron pipe in all sizes are acceptable upon certification as to compliance with the Specifications, subject to sampling and testing by the Agency. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance testing. The Specifications may require inspection at the source for other items not typical of those listed in this section. The Contractor shall provide the Engineer free and safe access to any and all parts of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 95 Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract. 4-1.3.2 Inspection of Materials Not Locally Produced. When the Contractor intends to purchase materials, fabricated products, or equipment from sources located more than 50 miles outside the geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the Engineer), shall be engaged by the Contractor at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the Plans and Specifications. The Contractor shall forward reports required by the Engineer. No material or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials be done without proper inspection by the approved agent. Approval by said agent shall not relieve the Contractor of responsibility for complying with the Contract requirements. 4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory services within 50 miles of the geographical limits of the Agency. For private contracts, all costs of inspection at the source, including salaries and mileage costs, shall be paid by the permittee. 4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Unless otherwise provided, all initial testing will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing expense shall be borne by the permittee. The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed supplier and source of material. If the notice of intent to use is sent before the materials are available for testing or inspection, or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor’s responsibility to renotify the Engineer when samples which are representative may be obtained. Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. If any product proves unacceptable after Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 96 improper storage, handling or for any other reason it shall be rejected, not incorporated into the work and shall be removed from the project site all at the Contractor’s expense. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor. 4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer’s written certification that the materials to be supplied meet those requirements. Material test data may be required as part of the certification. 4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that specified. Adequate time shall be allowed for the Engineer to make this determination. Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words or equal. A listing of materials is not intended to be comprehensive, or in order of preference. The Contractor may offer any material, process, or equipment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as provided in the contract documents. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The Contractor shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. The Engineer’s findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer. If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor shall furnish and install the specified material. The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section. The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in performance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. 4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 97 The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the Agency. All scales shall be arranged so they may be read easily from the operator’s platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch. 4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measuring devices shall be calibrated by a testing agency acceptable to the Engineer at intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certificates shall be provided when requested by the Engineer. 4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the Agency and the Contractor will initiate an immediate and cooperative investigation. Test values of materials are results of the materials’ tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever test values or process observations of the same or similar materials are diverse enough such that the work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather new and additional information in an attempt to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the Agency and the Contractor, the contradiction shall be considered resolved and the cooperative investigation concluded. Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient’s agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the Agency and the Contractor will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the Agency and the Contractor shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the four proposed engineers in a blind draw. The committee shall be a continuance of the cooperative investigation and will re-consider all available information and if necessary gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using standard engineering principles and practices and to ensure public value, the Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 98 committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion. Once started, the resolution process by committee shall continue to full conclusion unless: 1. Within 7 days of the formation of the committee, the Agency and the Contractor reach an acceptable resolution mechanism; or 2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or 3. At any point by the mutual agreement of the Agency and the Contractor. Unless otherwise agreed, the Contractor shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the Agency or the Contractor, shall bear all costs associated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation be unable to substantiate a contradiction, the initiator of the investigation shall bear all investigative costs. All claim notification requirements of the contract pertaining to the contradiction shall be suspended until the investigation is concluded. 4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the BARRIO TRAFFIC CALMING and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency’s boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly state the term of the lease, the description of materials allowed to be stored and shall provide for the removal of the materials and restoration of the storage site within the time allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor’s responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 99 SECTION 5 – UTILITIES 5-1 LOCATION. The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed. Where underground main distribution conduits such as water, gas, sewer, electric power, telephone, or cable television are shown on the Plans, the Contractor shall assume that every property parcel will be served by a service connection for each type of utility. As provided in Section 4216 of the California Government Code, at least 2 working days prior to commencing any excavation, the Contractor shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number. The California Department of Transportation is not required by Section 4216 to become a member of the regional notification center. The Contractor shall contact it for location of its subsurface installations. Prior to excavation, the Contractor shall determine, by potholing, the locations and depths of all utilities which are shown on the Contract Documents or have been marked by the utility owners and which may affect or be affected by its operations. The Contractor shall pothole all service connections, utilities that cross or parallel (within 5 feet) the proposed construction, and all connection points to existing utilities. The Contractor shall record the material size (outside diameter), type, and horizontal and vertical locations (bearing and slope) and submit the data and allow time for the Engineer’s review in accordance with Section 2-5.3. A POTHOLE LOG is REQUIRED FROM CONTRACTOR 2-WEEKS PRIOR TO EXCAVATION FOR ALL UTILITY WORK as shown on the plans. The Contractor shall pothole all existing utilities prior to the start of digging adjacent to or above the utility. All existing utilities running perpendicular to the centerline of the street where digging will occur, including all laterals shall be potholed. The Contractor shall determine the depth of all pipe and conduit that is encased in concrete and slurry; the Contractor may use a combination of destructive and non-destructive testing methods to determine the depths of pipe and conduit encased in concrete and slurry. Existing utilities shall be potholed at all crossings of proposed utilities. The Contractor shall submit all pothole data, along with a certification of the accuracy of said data, to the Engineer for review and approval a minimum of three weeks prior to the start of any demolition work. 5-1.1 Measurement and Payment for Potholing. The contract unit price paid for this Potholing shall constitute full compensation for furnishing all labor, materials, tools, and equipment necessary for potholing, completing the required potholes, preparing and submitting a pothole report, underground location services, and processing no fee permit with the City of Carlsbad, and no additional compensation shall be allowed. 5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the owner or order from the Agency. All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 100 Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place the necessary protection at its expense. Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3. The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located as noted in Section 5-1. When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall at its expense: 1. Furnish and install a 2 inch cushion of expansion joint material or other similar resilient material; or 2. Provide a sleeve or other opening which will result in a 2-inch minimum-clear annular space between the concrete and the utility; or 3. Provide other acceptable means to prevent embedment in or bonding to the concrete. Where concrete is used for backfill or for structures which would result in embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor’s operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system. 5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as “abandoned” or “to be abandoned in place”. Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete. The costs involved in the removal and disposal shall be considered incidental to the bid items of work necessitating such removals and no separate payment shall be made therefor, unless a bid item for “Removal” is specifically included in the bid proposal. 5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before commencement of work by the Contractor. When the Plans or Specifications indicate that a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with the owners and work will be done at no cost to the Contractor, except for manhole frame and cover sets to be brought to grade as provided in the Standard Specifications for Public Works Construction, Section 301-1.6, 2021 Edition, and the latest supplements thereto. Utilities which are relocated in order to avoid interference shall be protected in their position and the cost of such protection shall be included in the Bid for the items of work necessitating such relocation. After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid for in accordance with Section 3-2. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be included in the Bid for the items of work necessitating such Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 101 work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs. The utility owner will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements. When directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. The relocation of such service connections will be paid for in accordance with provisions of Section 3-3. Payment will include the restoration of all existing improvements which may be affected thereby. The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement. In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are otherwise shown as installed by others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer’s approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor’s convenience and no additional compensation will be allowed therefore or for additional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer. 5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans. The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities. If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5-1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 102 Engineer may find to be fair and reasonable compensation for such part of the Contractor’s actual loss as was unavoidable and the Contractor may be granted an extension of time. 5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit access to the Work site and provide time for utility work to be accomplished during the progress of the Work. San Diego Gas and Electric (SDGE) will adjust gas valves to finished grade. The Contractor shall coordinate with SDGE for the adjustment of gas valves to finished grade. SDGE will require a work window of 15 working days to complete the adjustments of gas valves to finished grade. SDGE will provide new electrical service for both metered and unmetered services. There are a total of two (2) unmetered services for street lights and five (5) metered services. The Contractor shall install all hand holes, pull boxes, and conduit as shown on the plans, including a conduct riser and conduit that runs one foot (1’) up the power pole in cases where the services is coming from overhead power. The Contractor shall coordinate the new electrical service work with SDGE, including the SDGE work to energize the new services. Any work on the underground facilities shall be coordinated with the Engineer. If the Contractor cannot protect in-place existing underground facilities, the Contractor shall replace any damaged or removed underground facilities in a timely manner as to not allow for extended delays to vehicular, pedestrian or transit services. If the services are subject to extended delays, the Contractor shall notify the Engineer prior to the expiring of the original scheduled work time. All underground facilities shall be as-built and included on the Contractor’s as-built drawings. Contractor shall coordinate its work with all utility relocations and adjustments (including adjustments to finished grade) required to be performed by others (i.e., utility providers or their contractors) during construction. Contractor shall include the timing and duration of such work in its Progress Schedule (e.g., “utility windows”). Contractor must provide utility companies with 20 working days written notice that the site has been or will be prepared; including the date preparation has been or will be complete, for all utility relocation and adjustment work to be performed by others. Contractor shall set-up a pre-construction meeting with the utility provider, Carlsbad Municipal Water District representative(s), and the City’s representative(s), for each relocation or adjustment no sooner than ten (10) working days prior to the start of the utility provider’s work. For existing utility manholes, vaults, and other features to be adjusted to finished grade by utility providers, adjustment to finished grade shall occur prior to the construction of the final asphalt concrete surface lift. Contractor shall coordinate work with utility providers, such that the final asphalt concrete surface lift is constructed within seven (7) days of the construction of the initial asphalt concrete surface lift. For utilities that the Contractor is responsible for adjusting to finished grade, the Contractor must provide 48 hours advanced notification of the work to be performed and the location to the utility providers. For Private Electrical Vaults to be adjusted to finished grade by the Contractor, the Contractor shall submit plans detailing grade adjustment means and methods to SDGE Liaison for review and approval. Submittal(s) by Contractor shall occur at least 20 working days ahead of the Contactor’s scheduled date to perform adjustments. Vaults shall only to be opened by SDGE or SDGE Contractor. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 103 The Contractor may be granted a time extension if, in the opinion of the Engineer, a delay is caused by the utility company. No additional compensation will be made to the Contractor for any such delay. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 104 SECTION 6 – PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as otherwise provided herein and unless otherwise prohibited by permits from other agencies as may be required by law the Contractor shall begin work within 15 calendar days after receipt of the "Notice to Proceed". 6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor’s responsible project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Section 6-4. No separate payment will be made for the Contractor’s attendance at the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction meeting. 6-1.2 Baseline Construction Schedule. The Contractor shall prepare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the precedence diagram method (activity-on-node) format and submit the schedule in accordance with 2-5.3. The schedule shall: A. Be prepared using commercially available, Windows compatible scheduling software program such as, Primavera, Microsoft Project, or approved equal. B. Be prepared in hard copy (paper) and electronic format (compact disc) readable by the scheduling software specified herein and free of file locking, encryption or any other protocol that would impede full access to the data. The disc shall be labeled with the project name and number, the Contractor’s name and the date of preparation. C. Begin with the date projected for the Notice to Proceed and conclude with the date of final completion conforming with the Contract time. D. Depict a time-scaled network diagram of all activities, logic relationships of interdependent activities, and milestones comprising the complete period of Work with tasks on the vertical axis and their durations on the horizontal axis. Use distinctive texture patterns or line types to show the critical path within the Contract time. Include a tabular listing of each activity and its identification number, description, duration, early start, early finish, late start, late finish, total float, and all predecessor and successor activities. The number of activities will communicate the Contractor’s plan for project execution, accurately describe the project work and allow monitoring and evaluation of progress and time impacts. Activity descriptions shall accurately define the work planned for the activity. Activity durations shall not be shorter than 1 working day or longer than 15 working days unless approved by the Engineer. E. Include detail of all project phasing, staging and sequencing including all milestones necessary to define beginning and ending of each phase or stage and constraints which may impact any activity. Include time allowances for coordination with utility companies and other agencies, equipment and material deliveries, reviews and approvals, Work performed by others, inspections, testing and commissioning, corrective work, and any non-work periods. F. Baseline Construction Schedule must be submitted in Procore and free of file locking, encryption or any other protocol that would impede full access to the data. Identify the project name and number, the Contractor’s name and the date of preparation or revision. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 105 Float or slack time within the schedule is available without charge or compensation to whatever party or contingency first exhausts it. A schedule which shows a project duration longer than the Contract Time will not be acceptable and will be grounds to consider the Contractor in default of the Contract per 6-4. The Engineer may choose to accept the Contractor’s proposal of a project duration which is shorter than the Contract time provided the shortened Baseline Construction Schedule is reasonable and demonstrates, to the satisfaction of the Engineer, that the Agency and all other entities, public and private, which interface with the project are able to support the provisions of the shortened schedule. Acceptance of a shortened Baseline Construction Schedule will be confirmed through the execution of a Change Order revising the Contract time. The Engineer’s approval of the Baseline Construction Schedule is a condition precedent to issuance of the Notice to Proceed. If the schedule does not meet the requirements of these specifications, the Contractor shall revise the schedule and resubmit it to the Engineer. Failure to obtain the Engineer’s approval of the schedule within twenty (20) working days after the date of the preconstruction meeting shall be grounds to consider the Contractor in default of the Contract per 6-4. The number of working days used by the Engineer to review the initial Baseline Construction Schedule submittal will not be included in the 20 working days. The Engineer shall complete subsequent reviews of the revised schedule and progress updates within 5 working days of receipt. The Engineer’s response to each review will consist of one of the following: “Accepted.” The Contractor may proceed with the Work upon issuance of the Notice to Proceed. Payment for the schedule may be requested by the Contractor. “Accepted with Comments.” The Contractor may proceed with the Work upon issuance of the Notice to Proceed. The Contractor must revise and resubmit the schedule and receive the Engineer’s acceptance of the schedule before payment for the schedule is requested by the Contractor. “Not Accepted.” The Contractor may not proceed with the Work, must revise and resubmit the schedule and may not request payment for the schedule. 6-1.2.1 Schedule Updates and Revisions. The Contractor shall meet with the Engineer during the last week of each month to agree upon the completion level of each activity as a basis for progress payments. Schedule updates shall conform with the requirements for the initial submittal in 6-1.2 and shall: A. Show the actual dates of each activity start and/or finish during the month. The schedule update shall include specific notation for any changes in actual dates after they are first reported. B. Report the percent complete for each activity in progress at the end of the month as determined by the Engineer. C. Include a list and explanation of all changes made to the activities, dates or interconnecting logic. D. Include activity and network revisions reflecting the Change Orders approved in the previous month as agreed upon during the review and acceptance of the Change Orders. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 106 The Engineer’s responses to the progress schedule updates shall be as described in 6-1.2. The Contractor shall proceed with Work and request payment for the progress schedule updates as described therein. If the Contractor fails to submit the progress schedule updates as required herein, the Contractor may elect to proceed with the Work at its own risk and shall forfeit payment for the progress schedule update until compliance is met. If the Contractor elects to delay or cease Work after failure to submit the progress schedule updates, any resulting delay, impact, or disruption to the Work will be the Contractor’s responsibility. 6-1.2.2 Interim Revisions. Should the actual or projected progress of the Work exceed 5 percent of the Contract time, the Contractor shall prepare and submit a revised Baseline Construction Schedule independently of and prior to the next progress schedule update with a list and explanation of each change made to the schedule. The submittal, schedule review and acceptance requirements of 6-1.2.1 shall apply. 6-1.2.3 Late Completion or Milestone Dates. If a schedule update indicates a completion date later than the Contract time or contractually required milestone completion date, the Agency may withhold Liquidated Damages for the number of days late. Should a subsequent schedule update which removes all or a portion of the delay be “Accepted” by the Engineer, all or the allocated portion of the previously held Liquidated Damages shall be released in the monthly payment to the Contractor immediately following such acceptance. 6-1.2.4 Final Schedule Update. The Contractor shall prepare and submit a final schedule update when one hundred percent of the Work is completed. The update must accurately represent the actual dates for all activities. The final schedule update shall be prepared and reviewed in accordance with 6-1.2.1. Acceptance of the final schedule update is required for release of funds retained per 9-3.2. 6-1.3 Measurement and Payment. Construction Schedule will be paid for at the stipulated lump sum price of thirty-five thousand dollars ($35,000). The stipulated lump sum price paid shall include full compensation for furnishing all labor and materials and incidentals for attending meetings, preparing and revising the Construction Schedule and narrative reports required by this specification section. The Engineer’s determination that each and any construction schedule submitted by the Contractor complies with these requirements shall be precedent to each and any payment for the Construction Schedule. Payment will be made as per Sections 6-1.3.1 through 6-1.3.3. 6-1.3.1 Initial Payment. Ten percent (10%) of the stipulated lump sum price for the Construction Schedule will be made when the Engineer has accepted a Baseline Construction Schedule for this project. 6-1.3.2 Monthly Updated Construction Schedule Payments. The monthly payment for Construction Schedule subsequent to the initial payment shall be 80% of the stipulated lump sum price divided by the Contract Time (in months) for each monthly construction schedule submitted, updated as required herein, that the Engineer has accepted as sufficient within the month that the monthly progress payment pertains. No payment shall be made, nor shall any payment accrue, for any monthly construction schedule that is not marked “Accepted” by the Engineer on or before the twentieth working day of the month such monthly construction schedule is due per Section 6-1.2.1. The sum of the amounts paid for Construction Schedule during the initial and subsequent Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 107 payment periods, or extensions to the contract, shall not exceed the stipulated lump sum price for Construction Schedule. 6-1.3.3 Concluding Payment. A final payment of ten percent (10%) of the stipulated lump sum price for the Construction Schedule will be made when both one hundred percent of the contract work is completed and the Engineer has accepted a final construction schedule update prepared and submitted by the Contractor as required herein that shows the actual beginning and ending dates and all other data that is required for baseline and update schedules for each activity shown on the baseline construction schedule and updates thereto that the Engineer accepted for this project. 6-2 PROSECUTION OF WORK. To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer determines that the Contractor is failing to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Engineer, immediately take steps to remedy the situation. All costs of prosecuting the Work as described herein shall be included in the Contractor’s Bid. Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said steps. As soon as possible under the provisions of the Specifications, the Contractor shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work. If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability. The Contractor shall incorporate non-work days or restricted work hours or dates specified in the Contract Documents into the Construction Schedule required by Section 6.1. No additional payment, adjustment of bid prices or adjustments of contract time will be allowed as a consequence of these scheduling constraints. Constraints include, but are not limited to, the following: • No water shutdown or sewer bypass work during Thanksgiving Week • No water shutdown or sewer bypass work during Christmas week through the New Year 6-2.1 Order of Work. The work generally involves removing existing asphalt, base, sidewalk, curb, gutter, curb ramps, landscaping, relocating sewer and water utilities; installing new asphalt, base, sidewalk, curb, gutter, curb ramps, truck aprons, lighting, sewer main, water lines, landscaping and irrigation, traffic signs, and restriping. The descriptions in this section are an overview only and shall not relieve the Contractor from its responsibilities to conduct all coordination and complete all Work in its entirety in accordance with the Contract Documents. The Contractor shall conduct the activities in the following general order: 1. Submit construction schedule, schedule of values, working drawings, shop drawings and secure necessary permits. Submit a sewer bypass plan for work involving interruption of flow in existing sewer facilities. Develop and submit a Work Plan identifying staging areas Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 108 and haul routes and describing the materials, equipment and procedures for each phase of the Work and submit the Work Plan in accordance with Section 2-5.3. 2. Secure laydown/staging areas including any off-site staging area(s) if necessary. The Contractor shall submit the location of the temporary staging area(s) three weeks prior to the start of construction activity. The staging area shall be in previously disturbed or developed areas. No staging areas shall be allowed to be within sensitive biological habitats and must adhere to the constraints listed in Section 6-2. 3. Complete the Application for Water Meter Permit (Form E-27) to obtain a construction water meter from the City for any temporary water usage throughout the duration of construction. 4. Conduct surveying and staking of the pipeline alignments, locations of appurtenances and limits of right-of-way. Conduct Underground Service Alert (DigAlert) notification for utility mark-out and pre-construction video and photographs. Mobilize labor force, materials and equipment for subsequent phases of the Work and install temporary facilities and BMPs, traffic control and excavation safety measures. 5. Pothole all utilities that cross or parallel (within 5 feet of) planned excavations and utility connection locations and immediately notify the Engineer of any potential conflicts. Submit potholing data in accordance with Section 2-5.3. Pavement saw-cutting or excavation shall not commence at any construction heading until existing utilities have been potholed and confirmed by the Contractor to have no conflict with the Work. 6. Submit a temporary sewer bypass plan. 7. Submit a pipeline highlining plan for all domestic water or fire services to be highlined during the Work as noted or required by the Contract Documents. Temporary water meter shall be secured by the Contractor. The water source location shall be as approved by CMWD and the Contractor shall pay all fees for the temporary meter. 8. Submit a Utility Shutdown/Connection Request (Form E-28) and shutdown plan for each phase with two weeks advance notice and all required information (See Appendix C). CMWD forces will isolate the existing water main for each construction heading on the date so approved. The Contractor shall dewater the pipeline and excavations. 9. Remove existing pipelines or appurtenances specified for removal or that are abandoned (or to be abandoned) and in conflict with the work as specified or required. Salvage existing equipment to the District where specified. Construct the new pipelines, isolation valves, appurtenances (e.g., air valve and blow-off assemblies) and utility services. Install thrust restraint systems and backfill all excavations. 10. Conduct hydrostatic pressure testing and disinfection of new pipelines in accordance with CMWD Engineering Standards. 11. Complete the connections to the existing water mains, connect water services to the new water mains, abandon existing pipelines or appurtenances in-place where so noted, place and compact backfill, aggregate base, and restore finished surface according to Contract Documents. 12. Construct new surface improvements or restore existing improvements to original or better condition in areas disturbed by construction. 6-2.2 Construction Phasing. The following construction phase guidelines are provided for the Contractor’s use in developing the construction schedule and a Work Plan that describes the labor, materials, equipment and procedures to conduct the Work. The work of any single phase shall be completed prior to beginning the work of a subsequent phase unless otherwise specified or approved by the Engineer. The phasing guidelines listed herein are not intended to be a complete list of all construction activities and shall not relieve the Contractor from its responsibilities to coordinate and perform Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 109 all Work, revise the phasing descriptions, or to develop additional phases as necessary to complete the Work in its entirety in accordance with the Contract Documents. Submit a Work Plan in accordance with Section 2-5.3 describing the pipeline isolation locations and sequence of Work for each phase. Any modification of the phasing described below shall be approved by the Engineer. Harding Street and Pine Avenue must remain open at all times. Pine Avenue is a cul-de-sac and must remain open with access at all times. Construction must be phased to allow all access. For water and sewer work, the Contractor shall adhere to the following conditions: For water and sewer related work, the Contractor shall only work on one intersection at a time, unless otherwise described in the phasing below. All water shutdowns required for water related work at the following intersections shall occur at night only. No additional compensation will be allowed for night work required at these intersections: • Harding Street and Pine Avenue • Oak Avenue and Jefferson Street • Oak Avenue and Harding Street • Harding Street and Palm Avenue • Chestnut Avenue and Roosevelt Street For water and sewer work, phasing shall be as follows: 1. Construct water improvements at Madison Street and Pine Avenue. 2. Construct water improvements at Chestnut Avenue and Madison Street. 3. Construct sewer improvements first followed by water improvements at Harding Street and Pine Avenue. The maximum shutdown duration is 8 hours and must occur at night. 4. Construct water improvements at Oak Avenue and Jefferson Street, and at Oak Avenue and Harding Street. Work at these intersections must occur at the same time. During this phase, multiple connections to existing pipelines must occur during the same water distribution system shutdown. The maximum shutdown duration is 8 hours and must occur at night. 5. Construct water improvements at Harding Street and Palm Avenue. The maximum shutdown duration is 8 hours and must occur at night. 6. Construct water improvements at Chestnut Avenue/Roosevelt Street. The maximum shutdown duration is 8 hours and must occur at night. 6-2.3 Project Meetings. The Engineer will establish the time and location of weekly Project Meetings. The Contractor’s Representative shall attend each Project Meeting. The Project Representative shall be the individual determined under Section 7-6, “The Contractor’s Representative”. No separate payment for attendance of the Contractor, the Contractor’s Representative or any other employee or subcontractor or subcontractor’s employee at these meetings will be made. The Contractor shall provide the most recent construction schedule at each Project Meeting. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 110 6-3 SUSPENSION OF WORK. 6-3.1 General. The Work may be suspended in whole or in part when determined by the Engineer that the suspension is necessary in the interest of the Agency. The Contractor shall comply immediately with any written order of the Engineer. Such suspension shall be without liability to the Contractor on the part of the Agency except as otherwise specified in Section 6-6.3. 6-3.2 Archaeological and Paleontological Discoveries. If discovery is made of items of archaeological or paleontological interest, the Contractor shall immediately cease excavation in the area of discovery and shall not continue until ordered by the Engineer. When resumed, excavation operations within the area of discovery shall be as directed by the Engineer. Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, and fossils. The Contractor shall be entitled to an extension of time and compensation in accordance with the provisions of Section 6-6. 6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain the Work schedule which will insure the Agency’s interest, or, if the Contractor is not carrying out the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. The Contract may be canceled by the Board without liability for damage, when in the Board’s opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the Board’s consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the Work completed at the time of cancellation, less damages caused to the Agency by acts of the Contractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the Agency declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume control and perform the Work as successor to the Contractor. If the Surety assumes any part of the Work, it shall take the Contractor’s place in all respects for that part, and shall be paid by the Agency for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 111 The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law. 6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority. 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such unforeseen events may include: war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifications. No extension of time will be granted for a delay caused by the Contractor’s inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. the proof must be provided in a timely manner in accordance with the sequence of the Contractor’s operations and the approved construction schedule. If delays beyond the Contractor’s control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interests of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3. If delays beyond the Contractor’s control are caused solely by action or inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2. 6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work. 6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer. 6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each workman and supervisor and the make and model of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 112 by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefor. 6-7 TIME OF COMPLETION. 6-7.1 General. The Contractor shall complete the Work within the time set forth in the Contract. The Contractor shall complete each portion of the Work within such time as set forth in the Contract for such portion. The time of completion of the Contract shall be expressed in working days. The Contractor shall diligently prosecute the work to completion within 260 Working Days after the starting date specified in the Notice to Proceed. 6-7.2 Working Day. A working day is any day within the period between the start of the Contract time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the Engineer for all work provided for in the Contract, whichever occurs first, other than: 1. Saturday, 2. Sunday, 3. any day designated as a holiday by the Agency, 4. any other day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association, 5. any day the Contractor is prevented from working at the beginning of the workday for cause as defined in Section 6-6.1, 6. any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as defined in Section 6-6.1. Night work shall be defined as the following: 1. Sunday night at 9 p.m. through Friday morning at 6 a.m. a. Preparatory work between the hours of 9 p.m. to 10 p.m., b. Active construction work between the hours of 10 p.m. to 5 a.m., and c. Demobilization/clean-up between the hours of 5 a.m. to 6 a.m. 2. Excludes Agency holidays. In addition to Agency holidays, open excavations and service shutdowns will not be allowed on the day prior to Thanksgiving and between December 23 and January 1. Main line or service shutdowns will not be allowed on Mondays and Fridays. Unless otherwise approved in writing by the Engineer, the hours of work shall be between the hours of 7 a.m. and 4 p.m. on Mondays through Fridays, excluding Agency holidays. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work. The Engineer may approve or direct work to occur outside the hours and/or days stated herein when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work. The Contractor shall not muster or conduct other preparatory efforts at or in the vicinity of the work site or staging areas outside of the above work hours. No work shall be performed by the Contractor during any moratoriums or special events designated by the Agency. The Contractor shall incorporate the dates, areas and types of work prohibited herein or elsewhere in the Contract Documents into the Construction Schedule. No Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 113 additional payment, adjustment of bid prices or adjustment of contract time of completion will be allowed as a consequence of the prohibition of work being performed within the dates, areas and/or types of work prohibited in this section. 6-7.3 Contract Time Accounting. The Engineer will make a daily determination of each working day to be charged against the Contract time. These determinations will be discussed and the Contractor will be furnished a periodic statement showing allowable number of working days of Contract time, as adjusted, at the beginning of the reporting period. The statement will also indicate the number of working days charged during the reporting period and the number of working days of Contract time remaining. If the Contractor does not agree with the statement, it shall file a written protest within 15 days after receipt, setting forth the facts of the protest. Otherwise, the statement will be deemed to have been accepted. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. 6-8.1 Site Walk-Through. After the site has been fully restored, the Inspector will schedule an inspection within five days of the Contractor’s request. The Contractor and Inspector shall attend the inspection and all outstanding deficiencies shall be identified in a List of Deficiencies (also known as the punchlist). A review of the red-line record drawings and asset schedule shall also be completed at the Site Walk-Through and all red-line deficiencies will be added to the List of Deficiencies. 6-8.2 List of Deficiencies. Following the Site Walk-Through, the Inspector will generate the List of Deficiencies within five working days. The Contractor shall then have 10 working days to perform corrective work and provide a written response to each punchlist item. 6-8.3 Site Follow-Up Walk-Through. Upon receipt of written responses to the List of Deficiencies, the Inspector will complete a follow-up inspection. Any outstanding deficiencies will be noted and returned to the Contractor. Outstanding deficiencies will delay full payment of any relevant bid items. 6-8.4 Request for Final Walk-Through. Once the Contractor asserts they have satisfied the terms of the Contract and with the Inspector’s permission, the Contractor may submit written assertion in the form of a Request for Final Walk-Through, certifying that all deficiencies identified through the Site Walk-Through process have been addressed and request a Final Inspection to demonstrate project completion to the Agency. The Contractor shall provide an attachment to the Request for Final Inspection with the Contractor’s written response to each deficiency. The Request for Final Inspection shall not be considered complete without the Contractor’s written response to each deficiency. 6-8.5 Final Walk-Through. Upon receipt of the Request for Final Walk-Through, the Inspector shall schedule the Final Inspection. The Inspector and Contractor shall attend the final inspection. Representatives from other Agency departments reserve the right to be present at the Final Inspection. The red-line record drawings and asset schedules shall also be reviewed. If any deficiencies are not satisfactorily addressed or additional deficiencies are identified, the Contractor will have 10 working days to complete the corrective work. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 114 6-8.6 Request for Completion. The Engineer will not accept the Work or any portion of the Work before all of the Work is completed and all outstanding deficiencies are corrected by the Contractor, and the Engineer is satisfied that all of the Work meets the requirements of the Contract Documents. Once the Final Walk-Through has been completed and all outstanding deficiencies satisfactorily completed to Agency’s approval, the Contractor shall submit a written assertion in the form of Request for Completion letter, certifying that the Work has been completed. 6-8.7 Completion. Upon receipt of the Request for Completion letter, the Agency shall review the written assertion within 2 working days. If, in the Engineer’s judgment, the Work has been completed in accordance with the Contract Documents, the Agency will issue a Completion Letter. The completion date will be the date to which liquidated damages will be computed. Use, temporary, interim or permanent, of all, or portions of, the Work does not constitute completion or acceptance of the Work. 6-8.8 Acceptance. Acceptance will occur after all the requirements contained in the Contract Documents have been fulfilled. If, in the Engineer’s judgment, the Contractor has fully performed the Contract, the Engineer will so certify to the Board. Upon such certification by the Engineer, the Board may accept the Work. Upon the Board’s acceptance of the Work, the Agency will cause a “Notice of Completion” to be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of acceptance of the Work. 6-8.9 Warranty. All work shall be warranted for one (1) year after acceptance of the Work and any faulty work or materials discovered during the warranty period shall be repaired or replaced by the Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as a warranty bond for the warranty period. The Contractor shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the Agency may perform this work and the Contractor’s sureties shall be liable for the cost thereof. 6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted in accordance with Section 6-6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of two thousand five hundred dollars per ($2,500.00) per day. Such sum is liquidated damages and shall not be construed as a penalty and may be deducted from payments due the Contractor if such delay occurs. Execution of the Contract shall constitute agreement by the Agency and Contractor that $2,500.00 per day is the minimum value of costs and actual damages caused by the Contractor to complete the Work within the allotted time. Any progress payments made after the specified completion date shall not constitute a waiver of this paragraph or of any damages. 6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to take over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 115 use by public traffic or from the action of the elements or from any other cause, except Contractor operations or negligence. The Contractor will not be required to reclean such portions of the improvement before field acceptance, except for cleanup made necessary by its operations. Nothing in this section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials. In the event the Agency exercises its right to place into service and utilize all or part of any completed facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or property resulting from the utilization of the facility or appurtenance so placed into service, except for any such injury to persons or property caused by any willful or negligent act or omission by the Contractor, Subcontractor, their officers, employees, or agents. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 116 SECTION 7 – RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR’S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws. 7-2 LABOR. 7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable, or who fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work by the Contractor and not be reemployed on the Work. 7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal, State, and local laws related to labor. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and nondiscrimination because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations. In accordance with the Labor Code, the Board has on file and will publish a schedule of prevailing wage rates for the types of work to be done under the Contract. The Contractor shall not pay less than these rates. Each worker shall be paid subsistence and travel as required by the collective bargaining agreement on file with the State of California Department of Industrial Relations. The Contractor’s attention is directed to Section 1776 of the Labor Code which imposes responsibility upon the Contractor for the maintenance, certification, and availability for inspection of such records for all persons employed by the Contractor or Subcontractor in connection with the project. The Contractor shall agree through the Contract to comply with this Section and the remaining provisions of the Labor Code. 7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public Works Contract. The cost of this insurance shall be included in the Contractor’s Bid. 7-4 WORKERS’ COMPENSATION INSURANCE. Before execution of the Contract by the Board, the Contractor shall file with the Engineer the following signed certification: “I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.” Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 117 The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and maintaining in full force and effect for the duration of the contract, complete Workers’ Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims in law or equity occasioned by failure of the Contractor to comply with this paragraph. All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective. All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of the State of California. Policies issued by the State Compensation Fund meet the requirement for workers' compensation insurance. 7-5 PERMITS. Except as specified herein the Contractor will obtain at their expense City of Carlsbad encroachment, right-of-way, grading and building permits necessary to perform work for this contract on Agency property, streets, or other rights-of-way. Contractor shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials removed from the project. The cost of said permit(s) shall be included in the price bid for the appropriate bid item and no additional compensation will be allowed therefore. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, those permits required for night work, overload, blasting, and demolition. For private contracts, the Contractor shall obtain all permits incidental to the Work or made necessary by its operations, and pay all costs incurred by the permit requirements. The Contractor shall pay all business taxes or license fees that are required for the work. 7-5.1 Resource Agency Permits. There are no resource agency permits for the Work. 7-6 THE CONTRACTOR’S REPRESENTATIVE. Before starting work, the Contractor shall designate in writing a representative who shall have complete authority to act for it. An alternative representative may be designated as well. The representative or alternate shall be present at the Work site whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the Work, persons, or property. Any order or communication given to this representative shall be deemed delivered to the Contractor. A joint venture shall designate only one representative and alternate. In the absence of the Contractor or its representative, instructions or directions may be given by the Engineer to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Contractor or its representative. In order to communicate with the Agency, the Contractor’s representative, superintendent, or person in charge of specific work shall be able to speak, read, and write the English language. Bidder shall submit the qualifications of the Contractor's Representative with the bid. The resume and qualifications for the Contractor's Representative shall demonstrate, at a minimum: 1. Five years of experience as superintendent successfully completing public street improvements and potable water distribution and sewer pipeline replacements, with at Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 118 least three projects having a construction cost of $3 million or greater and similar complexity as specified for this Contract. 2. Three projects that required the replacement of potable or reclaimed water distribution system pipe and isolation valves ranging in size from 8- to 12-inch diameter. The City of Carlsbad reserves the right to disqualify bidders if the required technical ability and experience of the Contractor's Representative is not established. In the event that the Contractor proposes to change its Representative prior to Project completion, the Contractor shall notify the Agency and submit the qualifications of the proposed Representative for the Engineer's review at least two weeks prior to the proposed change. The qualifications shall demonstrate that the minimum requirements of the position, as described herein, are satisfied. The Engineer will review the qualifications within 10 working days of receipt. No change in Contractor's Representative will be allowed without the Agency's approval. In the event of a change in Contractor's Representative without prior approval, Agency reserves the right to suspend work, at the Contractor's cost, until a qualified Representative is approved for the Project. 7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essential work by others. The Agency, its workers and contractors and others, shall have the right to operate within or adjacent to the Work site during the performance of such work. The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their operations and cooperate to minimize interference. The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others. the Contractor will not be entitled to additional compensation from the Agency for damages resulting from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work. Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the effect on the project, and any extension of time. 7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies during the relocation or construction of their lines. The Contractor may be granted a time extension if, in the opinion of the Engineer, a delay is caused by the utility company. No additional compensation will be made to the Contractor for any such delay. 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. When required by the Plans or Specifications, the Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles at least once each working day for the purpose of Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 119 keeping paved areas acceptably clean wherever construction, including restoration, is incomplete. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor’s Bid. Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned. Excess excavation material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping. Failure of the Contractor to comply with the Engineer’s cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension. Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to preserve the health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout the duration of the Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her sole discretion, are necessary to preserve the health, safety and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefor. 7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. 7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time, and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations. 7-8.4 Sanitary Sewers. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps. 7-8.4.1 General. The flow of sewage shall not be interrupted. Should the Contractor disrupt the operation of existing sanitary sewer facilities, or should disruption be necessary for performance of the Work, the Contractor shall bypass the sewage flow around the Work. Sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not be permitted to flow in trenches nor be covered by backfill. Whenever sewage bypass and pumping is required by the Plans or Specifications, or the Contractor so elects to perform, the Contractor shall submit a Working Drawing conforming to 7- Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 120 8.4.2 and Technical Specifications Section 02960 Temporary Sewer Bypass Plan detailing its proposed plan of sewage bypass and pumping. 7-8.4.2 Sewage Bypass and Pumping Plan. The plan shall indicate the locations and capacities of all pumps, sumps, suction and discharge lines. Pumps, equipment and piping shall be sized to handle the peak sewer flows to be bypassed and pumped per Section 02960. Bypass piping, when crossing areas subject to traffic loads, shall be constructed in trenches with adequate cover and otherwise protected from damage due to traffic. Lay-flat hose or aluminum piping with an adequate casing and/or traffic plates may be allowed if so approved by the Engineer. Bypass pump suction and discharge lines that extend into manholes shall be rigid hose or hard pipe. Lay-flat hose will not be allowed to extend into manholes. The Contractor shall provide a backup bypass pumping system in case of malfunction. The backup bypass system shall provide 100 percent standby capability and be in place and ready for immediate use. Each standby pump shall be a complete unit with its own suction and discharge piping. All pumps shall be critically silenced for noise control in such a manner that the maximum noise level does not exceed 70 dbA within 30 feet of the bypass equipment. The Contractor is responsible for noise attenuation equipment and odor control measures if determined necessary by the Agency or County based on site conditions and impact to adjacent property owners. Bypass Operation: 24 hours per day, 7 days per week, including holidays, during the period of Work. Operation of the bypass system shall be continuously monitored by the Contractor’s qualified personnel. Contractor shall have a minimum of five (5) years of experience in temporary handling of sewage flows in projects of similar size and nature. 7-8.4.3 Spill Prevention and Emergency Response Plan. The Contractor shall prepare and submit a spill prevention, and emergency response plan. The plan shall address implementation of measures to prevent sewage spills, procedures for spill control and containment, notifications, emergency response, cleanup, and spill and damage reporting. The plan shall account for all storm drain systems and water courses within the vicinity of the Work which could be affected by a sewage spill. Catch basins that could receive spilled sewage shall be identified. Unless otherwise specified, these catch basins shall be sealed prior to operating the bypass and pumping system. The Contractor shall remove all material used to seal the catch basins when the bypass and pumping system operations are complete. The Contractor shall be fully responsible for containing any sewage spillage, preventing any sewage from reaching a watercourse, recovery and legal disposal of any spilled sewage, any fines or penalties associated with the sewage spill imposed upon by the Agency and/or the Contractor by jurisdictional regulatory agencies, and any other expenses or liabilities related to the sewage spill. 7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and remove all temporary light, power, and water at its own expense. These include piping, wiring, lamps, and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency concerned. The Contractor shall obtain a construction meter for water used for the construction, plant establishment, maintenance, cleanup, testing and all other work requiring water related to Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 121 this contract. The Contractor shall contact the appropriate water agency for requirements. The Contractor shall pay all costs of temporary light, power and water including hookup, service, meter and any, and all, other charges, deposits and/or fees therefore. Said costs shall be considered incidental to the items of work that they are associated with, and no additional payment will be made therefor. 7-8.6 Water Pollution Control. The Contractor shall exercise every reasonable precaution to protect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule operations so as to minimize or avoid muddying and silting of said channels, drains, and waters. Water pollution control work shall consist of constructing those facilities which may be required to provide prevention, control, and abatement of water pollution. This Project, and all Project Work, requires compliance with Carlsbad Municipal Code Chapter 15.12 and coverage under the California Storm Water Discharges Associated with Construction and Land Disturbance Activities, Order No. 2022-0057-DWQ, NPDES No. CAS000002, or subsequent order, and any amendment, revision or re-issuance of it (Construction General Permit). The Contractor shall be responsible for the preparation and implementation of the SWPPP and coordination with the City and the Regional Water Quality Control Board. All costs for preparing and implementing the Storm Water Pollution Prevention and Monitoring Plans and coordination with the City and the Regional Water Quality Control Board shall be included as part of the contract price bid. The Contractor shall cooperate with the City during the preparation of the Notice of Intent (NOI), which shall be filed by the City of Carlsbad per the requirements of the applicable Order before a Notice to Proceed is issued. The Contractor shall furnish all data and reports necessary to demonstrate compliance with applicable Orders and for the filing of the Notice of Termination (NOT) by the City and acceptance by the State Water Resources Control Board. At least one Conditional Waiver of the California Water Quality Control Board, San Diego Region, Order No. R9-2014-0041, Conditional Waivers of Waste Discharge Requirements for Low Threat Discharges in the San Diego Region is deemed applicable to the Work. The Contractor shall evaluate its means and methods required to construct the Work in a manner that complies with the conditional waivers and shall notify the Engineer in the event of conflict and prior to mobilization. Construction activities which create a potential for storm water or non-storm water pollution, and which are not authorized by the conditional waivers, shall be addressed in the project SWPPP prepared by the Contractor. All costs for preparing and implementing the Storm Water Pollution Prevention and Monitoring Plan in accordance with applicable Orders and coordinating with the City and the Regional Water Quality Control Board shall be included in the bid item for Storm Water Pollution Prevention Plan or, if no such bid item exists, shall be included as part of in the Contract Unit Price for each item in the Bid and the total bid price and no separate payment will be made. 7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic concrete, or other acceptable material will be permitted when necessary. Such dams shall be removed from the site as soon as their use is no longer necessary. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 122 7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The Contractor shall repair or replace all existing improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a portion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with 307-1.5. Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to Contractor’s operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and covered with suitable mulch. The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access. The Contractor’s operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided. Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer. Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossings of the Work at intervals not exceeding 90 m (300 feet), shall be maintained unless otherwise approved by the Engineer. Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to the extent that safe access may be provided, and the street is opened to local traffic, the Contractor shall immediately clear the street and driveways and provide and maintain access. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 123 The Contractor shall cooperate with the various parties involved in the delivery of mail and the collection and removal of trash and garbage to maintain existing schedules for these services. Grading operations, roadway excavation and fill construction shall be conducted by the Contractor in a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic. Unless otherwise authorized, work shall be performed in only one-half the roadway at one time. One half shall be kept open and unobstructed until the opposite side is ready for use. If one-half a street only is being improved, the other half shall be conditioned and maintained as a detour. The Contractor shall schedule the work so as to prevent damage by all traffic, including but not limited to mail delivery. The Contractor shall not schedule work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling the City’s contracted waste disposal company, Coast Waste Management at 929-9417. During overlay operations, the Contractors schedule for overlay application shall be designated to provide residents and business owners whose streets are to be overlaid sufficient paved parking within an 800 foot distance from their homes or businesses. Seventy-two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impending disruption. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified. The notification shall be hand delivered and shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Contractor’s permanent office or field office and the other number shall be a 24-hour number answered by someone who is knowledgeable about the project. At least one of the phone numbers shall be in the (760) area code. An answering machine shall not be connected to either number. The notification shall also give a brief description of the work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall submit the contents of the notification to the Engineer for approval. Notices shall not be distributed until approved by the Engineer. For residences, the notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 3-1/2 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65 lb. card stock. The printing on the notice shall be no smaller than 12 point. An example of such notice is provided in Appendix “A”. The precut notices shall be as shown on the example provided by the communications department. The day of the week shall be circled and appropriate information specific to the Work inserted at the locations indicated in the italicized font. The preparation, materials, printing, delivery and distribution of the letters, door hangers and notifications shall be included in the contract price Bid for Traffic Control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices. In addition to the notifications, the contractor shall post no parking signs 72 hours in advance of the work being performed. The no parking signs shall state the date and time of parking restriction for a duration not to exceed the time necessary to complete the work at that location. Failure of Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 124 the contractor to meet the posted date requires re-posting the no parking signs 72 hours in advance of the rescheduled work. If the work is delayed or rescheduled the no parking signs shall be removed and re-posted 72 hours in advance of the rescheduled work. The preparation, materials, printing and distribution of the notifications shall be included in the contract price bid for traffic control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices. The Contractor shall replace all street markings and striping damaged by construction activities. The Contractor shall include in its Bid all costs for the above requirements. 7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways for more than 5 days after unloading. All materials or equipment not installed or used in construction within 5 days after unloading shall be stored elsewhere by the Contractor at its expense unless authorized additional storage time. Construction equipment shall not be stored at the Work site before its actual use on the Work nor for more than 5 days after it is no longer needed. Time necessary for repair or assembly of equipment may be authorized by the Engineer. Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets unless otherwise permitted. After placing backfill, all excess material shall be removed immediately from the site. 7-10.3 Street Closures, Detours, Barricades. The Contractor shall comply with all applicable State, County, and City requirements for closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flag persons, and watchpersons. The Contractor shall be responsible for compliance with additional public safety requirements which may arise. The Contractor shall furnish and install signs and warning devices and promptly remove them upon completion of the Work. The Contractor shall not begin demolition work at the intersection of Harding Street and Pine Avenue until after coordination with NCTD. When construction is about to begin, the City will need to coordinate with detours@nctd.org at least two weeks before construction and/or events that create traffic impacts, require stop closures, etc. This distribution group can coordinate any potential bus detours. NCTD is supportive of keeping the SB Stop at Harding & Pine (ID# 21038) and only removing the NB Stop (ID#21517), as shown on plans. After obtaining the Engineers approval and at least 5 working days before closing, detouring, partially closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the following: 1. The Engineer ............................................................................ 442-339-2720 2. Carlsbad Fire Department Dispatch .......................................... 760-931-2197 3. Carlsbad Police Department Dispatch ...................................... 760-931-8500 4. Carlsbad Traffic Signals Maintenance (extension 2937) ........... 760-438-2980 5. Carlsbad Traffic Signals Operations.......................................... 442-339-2752 6. North County Transit District ..................................................... 760-967-2828 7. Republic Services ..................................................................... 877-692-9729 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 125 The Contractor shall comply with their requirements. The Contractor shall obtain the Engineer’s written approval prior to deviating from the requirements of 2) through, and including, 7) above. The Contractor shall obtain the written approval no less than five working days prior to placing any traffic control that affects bus stops. The Contractor shall secure approval, in advance, from authorities concerned for the use of any bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with signs and posting conforming to current requirements covering “signs” as set forth in the Traffic Manual published by the California Department of Transportation. This manual shall also apply to the street closures, barricades, detours, lights, and other safety devices required. All costs involved shall be included in the Bid. Traffic controls shall be in accordance with the plans, The California Manual on Uniform Traffic Control Devices (FHWA MUTCD latest version, as amended for use in California) and these provisions. If any component in the traffic control system is damaged, displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location. In the event that the Contractor fails to install and/or maintain barricades or such other traffic signs, markings, delineation or devices as may be required herein, the Engineer may, at his/her sole option, install the traffic signs, markings, delineation or devices and charge the Contractor twenty dollars ($25.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility, whichever is the greater. 7-10.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control devices shall be maintained throughout the duration of work in good order and according to the approved traffic control plan. All construction area signs shall conform to the provisions of Section 206-7.2 et seq. All temporary reflective pavement markers shall conform to the provisions of Section 214-5.1.et seq. All temporary reflective channelizers shall conform to the provisions of Section 214-5.2 et seq. All paint for temporary traffic striping, pavement marking, and curb marking shall conform to the provisions of Section 210-1.6 et seq. except that all temporary paint shall be rapid dry water borne conforming to Section 210-1.6 for materials and Section 310-5 et seq. For workmanship. Warning and advisory signs, lights and devices installed or placed to provide traffic control, direction and/or warning shall be furnished, installed and maintained by the Contractor. Warning and advisory signs, lights and devices shall be promptly removed by the Contractor when no longer required. Warning and advisory signs that remain in place overnight shall be stationary mounted signs. Stationary signs that warn of non-existent conditions shall be removed from the traveled way and from the view of motorists in the traveled way or shielded from the view of the traveling public during such periods that their message does not pertain to existing conditions. Care shall be used in performing excavation for signs in order to protect underground facilities. All excavation required to install stationary construction area signs shall be performed by hand methods without the use of power equipment. Warning and advisory signs that are used only during working hours may be portable signs. Portable signs shall be removed from the traveled way and shielded from the view of the traveling public during non-working hours. During the hours of darkness, as defined in Division 1, Section 280, of the California Vehicle Code, portable signs shall be illuminated or, at the option of the Contractor, shall be in conformance with the provisions in Section 206-7.2 et seq. If illuminated traffic cones rather than post-type delineators are used during the hours of darkness, they shall be affixed or covered with reflective cone sleeves as specified in CALTRANS “Standard Specifications”, except the sleeves shall be 7” long. Personal vehicles of the Contractor's employees shall not be parked within the traveled way, including any Section closed to public traffic. Whenever the Contractor’s vehicles or equipment are parked on the shoulder within 6’ of a traffic lane, the shoulder area shall be closed Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 126 with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at not less than 25’ intervals to a point not less than 25’ past the last vehicle or piece of equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A W20-1 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a signpost or telescoping flag tree with flags. The signpost or flag tree shall be placed where directed by the Engineer. 7-10.3.2 Maintaining Traffic. The Contractor’s personnel shall not work closer than 6’, nor operate equipment within 2’ from any traffic lane occupied by traffic. For equipment, the 2’ shall be measured from the closest approach of any part of the equipment as it is operated and/or maneuvered in performing the work. This requirement may be waived when the Engineer has given written authorization to the reduction in clearance that is specific to the time, duration and location of such waiver, when such reduction is shown on the traffic control plans included in these contract documents, when such reduction is shown on the traffic control plans prepared by the Contractor and approved by the Engineer or for the work of installing, maintaining and removing traffic control devices. As a condition of such waiver the Engineer may require the Contractor to detour traffic, adjust the width of, or realign the adjacent traffic lane, close the adjacent traffic lane or provide barriers. The Contractor may close the intersections at times with advance approval and notification to public traffic during construction of the traffic circles. The Contractor shall maintain emergency access at all times during the entire construction at these locations. The Contractor shall maintain access to all driveways at all times during the entire construction at these locations. 7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing traffic lanes or pedestrian walkways in accordance with the details shown on the plans, California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as amended for use in California) and provisions under "Maintaining Traffic" elsewhere in these Provisions. The provisions in this section will not relieve the Contractor from its responsibility to provide such additional devices or take such measures as may be necessary to maintain public safety. When lanes are closed for only the duration of work periods, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder at the end work period. If the Contractor so elects, said components may be stored at selected central locations, approved by the Engineer, within the limits of the right-of-way. 7-10.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic stripe operations, traffic shall be controlled with lane closures, as provided for under "Traffic Control System for Lane Closure" of these Supplemental Provisions or by use of an alternative traffic control plan proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic striping operations using an alternative plan until the Contractor has submitted its plan to the Engineer and has received the Engineer's written approval of said plan. 7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished, placed, maintained and removed in accordance with the minimum standards specified in the California Manual on Uniform Traffic Control Devices (FHWA MUTCD, current edition, as amended for use in California) published by CALTRANS. Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall be provided at all times for traveled ways open to public traffic. All work necessary, including any Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 127 required lines or marks, to establish the alignment of temporary pavement delineation shall be performed by the Contractor. When temporary pavement delineation is removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed by grinding. Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other temporary pavement delineation. Temporary pavement delineation shall be maintained until superseded or replaced with permanent pavement delineation. Temporary pavement delineation shall be removed when, as determined by the Engineer, the temporary pavement delineation conflicts with the permanent pavement delineation or with a new traffic pattern for the area and is no longer required for the direction of public traffic. When temporary pavement delineation is required to be removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed. 7-10.3.6 Preparation of New, or Modifications and Additions to Existing, Traffic Control Plan Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included in the project plans, or if the Contractor elects to modify TCP included in the project plans, the Contractor shall have such new or modified TCP prepared and submitted as a part of the Work for any and all construction activities that are located within the traveled way. The Contractor shall have TCP prepared and submitted as a part of the Work for any construction activities that are a part of this project that are not included in the project plans. The Contractor must submit the TCP for the Engineer’s review in conformance with the requirements of Section 2-5.3, et seq. and obtain the Engineer’s approval of the TCP prior to implementing them. The minimum 20-day review period specified in Section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCP, new, modified or added to, for the Engineer’s review. New or revised TCP submittals shall include all TCP needed for the entire duration of the Work. Each phase of the TCP shall be shown in sufficient scale and detail to show the lane widths, transition lengths, curve radii, stationing of features affecting the traffic control plan and the methodology proposed to transition to the subsequent TCP phase. When the vertical alignment of the traveled surface differs from the finished pavement elevation vertical curves must also be shown. Such modifications, supplements and/or new design of TCP shall meet the requirements of the Engineer and the California Manual on Uniform Traffic Control Devices (FHWA MUTCD, current edition, as amended for use in California) as published by CALTRANS. Such modification, addition, supplement, and/or new design of TCP shall be prepared by a registered professional engineer appropriately registered in the State of California. The Engineer shall be the sole judge of the suitability and quality of any such modifications, supplements, and/or new designs to TCP. The Engineer may approve any such modifications, supplements, and/or new designs to the TCP when, in the Engineer’s sole opinion, such modifications, supplements, and/or new designs to the TCP prepared by the registered professional engineer retained by the Contractor will be beneficial to the best interests of the Agency. Such modification, addition, supplement, and/or new design shall not be implemented and no work shall be commenced that is contingent on such approval until the changed TCP are approved by the Engineer. The preparation of such modification, addition, supplement, and/or new designs of TCP shall not presuppose their approval or obligate the Agency in any fashion. Submittal and review requirements for such modifications, supplements, and/or new designs to TCP shall conform to the requirements of Section 2-5.3 Shop Drawings and Submittals. 7-10.3.7 Payment. The Contractor shall provide traffic control at the contract lump sum price bid. The contract lump sum price paid for "traffic control" shall include full compensation for furnishing Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 128 all labor (including flagging costs), materials (including signs), tools, equipment and incidentals, and for doing all the work involved in preparation, reproduction and changing of traffic control plans, placing, applying traffic stripes and pavement markers with bituminous adhesive, removing, storing, maintaining, moving to new locations, replacing, and disposing of the components of the traffic control system as shown on the plans and approved additions and modifications, as specified in these supplemental provisions, and as directed by the Engineer. All expenses and time to prepare and review modifications, additions, supplements and/or new TCP designs shall be included in the lump sum bid for traffic control and no additional payment will be made therefore. Flagging costs will be paid for as a part of the Lump Sum Amount for "Traffic Control." The cost of labor and material for portable concrete barriers will be paid for at the unit price bid. When there is no bid item the cost of labor and material for portable concrete barriers they will be paid as an incidental to the work being performed and no additional payment will be made therefor. Progress payments for "Traffic Control" will be based on the percentage of the improvement work completed. 7-10.4 Safety. 7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers’ protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer. Payment for performing all work necessary to provide safety measures shall be included in the prices bid for other items of work except where separate bid items for excavation safety are provided or required by law. 7-10.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the Engineer, or as otherwise stated in the Specifications. Explosives shall be handled, used, and stored in accordance with all applicable regulations. The Engineer’s approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations. 7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous substances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Section 5194 of the California Code of Regulations shall be requested by the Contractor from the manufacturer of any hazardous products used. Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 129 The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions. 7-10.4.4 Confined Spaces. (a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administering and maintaining a confined space entry program (CSEP) in accordance with Sections 5156, 5157 and 5158, Title 8, CCR. Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following: 1. Training of personnel 2. Purging and cleaning the space of materials and residue 3. Potential isolation and control of energy and material inflow 4. Controlled access to the space 5. Atmospheric testing of the space 6. Ventilation of the space 7. Special hazards consideration 8. Personal protective equipment 9. Rescue plan provisions The Contractor’s submittal shall include the names of its personnel, including subcontractor personnel, assigned to the project who will have CSEP responsibilities, their CSEP training, and their specific assignment and responsibility in carrying out the CSEP. (b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in Section 5157, Title 8, CCR may be required as a part of the Work. All manholes, tanks, vaults, pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit-required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall implement a permit space program prior to performing any work in a permit-required confined space. A copy of the permit shall be available at all times for review by Contractor and Agency personnel at the Work site. (c) Payment. Payment for implementing, administering, and providing all equipment and personnel to perform the CSEP shall be included in the bid items for which the CSEP is required. 7-10.4.5 Safety and Protection of Workers and Public. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and public, and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials. 7-10.4.6 Flood Lighting. 7-10.4.6.1 General. When work is being performed during hours of darkness, as defined in Division 1, Section 280, of the California Vehicle Code, flood lighting shall be used to illuminate Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 130 the Work site, flagger stations, equipment crossings and other hazardous areas. Flood lighting shall provide visibility for a distance of 1/2 mile (800 m). Flood lights shall not shine directly into the view of oncoming traffic. 7-10.4.6.2 Payment. No separate or additional payment will be made for flood lighting. Payment shall be included in the Contract Unit Price or lump sum price in the Bid for the various Bid items. 7-10.4.7 Security and Protective Devices. 7-10.4.7.1 General. Security and protective devices shall consist of fencing, steel plates, or other devices as specified in the Special Provisions to protect open excavations. 7-10.4.7.2 Security Fencing. The Contractor shall completely fence open excavations. Security fencing shall conform to 304-5. Security fencing shall remain in place unless workers are present and construction operations are in progress during which time the Contractor shall provide equivalent security. 7-10.4.8 Steel Plate Covers. 7-10.4.8.1 General. The Contractor shall provide, install, and maintain steel plate covers as necessary to protect from accidental entry into openings, trenches, and excavations. Plates shall provide complete coverage to prevent any person, bicycle, motorcycle, or motor vehicle from being endangered due to plate movement causing separations or gaps. The Contractor shall submit the design in accordance with Section 2-5.3 which shall include the following criteria: 1. The approval of steel plate bridging shall be at the sole discretion of the Engineer. 2. Steel plate bridging shall be designed to support HS20-44 truck loading per Caltrans Bridge Design Specifications Manual. 3. Surfaces exposed to pedestrian or vehicular traffic shall be non-skid. The Contractor shall maintain a non-skid surface on the steel plate having a minimum coefficient of friction equivalent to 0.35 as determined by California Test Method 342. If a different test method is used, the Contractor may utilize standard test plates with known coefficients of friction available from each Caltrans District Materials Engineer to correlate skid resistance results to California Test Method 342. 4. The Contractor shall install signage with a 2-inch (51 mm) minimum letter height indicating the steel plate cover load limit, the Company’s name, and a 24-hour emergency contact phone number. 5. The Contractor shall install Rough Road (W33) sign with black lettering on an orange background in advance of steel plate bridging. 6. The Contractor is responsible for the maintenance of the plates and asphalt concrete ramps or other devices used to secure the plates and shoring of the trench to support all loads. 7. The Contractor shall immediately mobilize necessary personnel and equipment to repair plate movements, separation, noise, anchors, asphalt ramps or any other deficiency. Failure to respond within 2 hours after being notified by the Engineer shall be grounds for the City to perform necessary repairs at the expense of the Contractor. 8. When plates are removed, the pavement surface shall be repaired to the satisfaction of the Engineer. 9. For trench widths exceeding those in Table 7-10.4.8.2, a structural design shall be prepared by a California registered civil or structural engineer regularly engaged in the design of shoring systems. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 131 7-10.4.8.2 Thickness. Steel plate covers shall conform to Table 7-10.4.8.2. TABLE 7-10.4.8.2 Trench Width Steel Plate Cover Thickness Less than 10" 1/2" (12.5 mm) 10" (250 mm) to 1'-11" (580 mm) 3/4" (19 mm) 2' (600 mm) to 2'-7" (790 mm) 7/8" (22 mm) 2'-8" (820 mm) to 3'-5" (1040 mm) 1" (25 mm) 3'-6" (1070 mm) to 5'-3" (1600 mm) 1-1/4" (32 mm) More than 5'-3" (1600 mm) See Note 1 Notes: 1) The Contractor shall submit a Working Drawing and calculations based on AASHTO H20-44 bridge loading. 7-10.4.8.3 Installation. Steel plate covers shall extend a minimum of 2 feet (600 mm) beyond trench edges. Unless otherwise specified in the Special Provisions or approved by the Engineer for the site conditions prior to use, steel plate covers shall be installed using Method 1. Method 2 shall not be used in a traveled lane. Method 1. The pavement shall be cold milled to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate. The cold milling shall produce a flat surface to support the plate with no horizontal or vertical movement. Horizontal gaps between the unmilled pavement and the plate shall not exceed 1 inch (25 mm) and shall be filled with elastomeric sealant material which may, at the Contractor’s option, be mixed with no more that 50%, by volume, of Type I aggregate conforming to the requirements of Tables 203-5.2(B) and 203-5.3(A). Method 2. The approach plate and ending plate (in longitudinal placement) shall be attached to the surface by a minimum of 2 dowels, ¾” diameter (19 mm), drilled at the corners of the plate and drilled 6 inches (150 mm) into the pavement. Subsequent plates may be butted next to each other. Temporary asphalt concrete (D2-SC 800) shall be used to construct tapers from the steel plate surface to the existing surface at a 12-inch (300 mm) run for each 1-inch (25 mm) thickness of steel plate. When steel plates are removed, the dowel holes in the pavement section shall be completely filled with elastomeric sealant material. Advance traffic warning signs shall be installed as specified in the Special Provisions or shown on the TCP. 7-10.4.8.4 Payment. Steel plate bridge materials including, but not limited to steel plates, anchoring devices, cold milling, elastomeric sealant material, asphalt ramping and padding, signage, placing, installation, removal, relocation, preparation and processing of shop drawings and submittals to support the use of steel plate bridging and all other materials, labor, supervision, overhead of any type or description will be considered as incidental to the work. No separate or additional payment for steel plate bridging will be made. No extension to contract time will be allowed for, or because of, the use of steel plate bridging. 7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or royalties on any patented article or process furnished or used in the Work. The Contractor shall indemnify and hold the Agency harmless from any legal action that may be brought for infringement of patents. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 132 7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, architects, or engineers may be displayed on removable signs. The size and location shall be subject to the Engineer’s approval. Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences, canopies, or barricades. 7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National laws and County and Municipal ordinances and regulations which in any manner affect those employed in the Work or the materials used in the Work or in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with such laws, ordinances, and regulations. Municipal ordinances that affect this work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract. 7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides: “In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or subcontract. The assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment of the parties.” ADD the following section: 7-15 PREVAILING WAGE. Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available at City of Carlsbad, 1635 Faraday Avenue, Carlsbad, CA 92008 and available from the California Department of Industrial Relations’ Internet web site at http://www.dir.ca.gov. The Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the books issued for bidding purposes entitled "Proposal and Contract," and in copies of this book that may be examined at the offices described above where project plans, special provisions, and proposal forms may be seen. Addenda to modify the Federal minimum wage rates, if necessary, will be issued to holders of "Proposal and Contract" books. Future effective general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. Attention is directed to the Federal minimum wage rate requirements in the “Proposal and Contract” books. If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. The Department will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 133 includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations. Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall pay not less than the Federal minimum wage rate, which most closely approximates the duties of the employees in question. The U.S. Department of Transportation (DOT) provides a toll-free “hotline” service to report bid rigging activities. Bid rigging activities can be reported Mondays through Fridays, between 8 a.m. and 5 p.m., Eastern Time, Telephone No. 1-800-424-9071. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the “hotline” to report these activities. The “hotline” is part of the DOT’s continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. ADD the following section: 7-16 PUBLIC SAFETY. The Contractor shall provide for the safety of traffic and the public in conformance with the provisions in Section 7-1.09, "Public Safety," of the CALTRANS’ standard specifications and these special provisions. The Contractor shall install temporary railing (Type K) between a lane open to public traffic and an excavation, obstacle or storage area when the following conditions exist: A. Excavations — The near edge of the excavation is 3.6 m or less from the edge of the lane, except: 1. Excavations covered with sheet steel or concrete covers of adequate thickness to prevent accidental entry by traffic or the public. 2. Excavations less than 0.3-m deep. 3. Trenches less than 0.3-m wide for irrigation pipe or electrical conduit, or excavations less than 0.3-m in diameter. 4. Excavations parallel to the lane for the purpose of pavement widening or reconstruction. 5. Excavations in side slopes, where the slope is steeper than 1:4 (vertical: horizontal). 6. Excavations protected by existing barrier or railing. B. Temporarily Unprotected Permanent Obstacles — The work includes the installation of a fixed obstacle together with a protective system, such as a sign structure together with protective railing, and the Contractor elects to install the obstacle prior to installing the protective system; or the Contractor, for the Contractor's convenience and with permission of the Engineer, removes a portion of an existing protective railing at an obstacle and does not replace such railing complete in place during the same day. C. Storage Areas — Material or equipment is stored within 3.6 m of the lane and the storage is not otherwise prohibited by the provisions of the Standard Specifications and these special provisions. The approach end of temporary railing (Type K), installed in conformance with the provisions in this section "Public Safety" and in Section 7-1.09, "Public Safety," of the Standard Specifications, shall be offset a minimum of 4.6 m from the edge of the traffic lane open to public traffic. The temporary railing shall be installed on a skew toward the edge of the traffic lane of not more than 0.3-m transversely to 3 m longitudinally with respect to the edge of the traffic lane. If the 4.6-m minimum offset cannot be achieved, the temporary railing shall be installed on the 10 to 1 skew to obtain the maximum available offset between the approach end of the railing and the edge of the traffic lane, and an array of temporary crash cushion modules shall be installed at the approach end of the temporary railing. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 134 Temporary railing (Type K) shall conform to the provisions in Section 12-3.08, "Temporary Railing (Type K)," of the Standard Specifications. Temporary railing (Type K), conforming to the details shown on 1999 Standard Plan T3, may be used. Temporary railing (Type K) fabricated prior to January 1, 1993 and conforming to 1988 Standard Plan B11-30 may be used, provided the fabrication date is printed on the required Certificate of Compliance. Temporary crash cushion modules shall conform to the provisions in "Temporary Crash Cushion Module" of these special provisions. Except for installing, maintaining and removing traffic control devices, whenever work is performed or equipment is operated in the following work areas, the Contractor shall close the adjacent traffic lane unless otherwise provided in the Standard Specifications and these special provisions: Approach Speed of Public Traffic (Posted Limit - Km Per Hour) Work Areas Over 72 (45 Miles Per Hour) Within 1.8 m of a traffic lane but not on a traffic lane 56 to 72 (35 to 45 Miles Per Hour) Within 0.9-m of a traffic lane but not on a traffic lane The lane closure provisions of this section shall not apply if the work area is protected by permanent or temporary railing or barrier. When traffic cones or delineators are used to delineate a temporary edge of a traffic lane, the line of cones or delineators shall be considered to be the edge of the traffic lane, however, the Contractor shall not reduce the width of an existing lane to less than 3 m without written approval from the Engineer. When work is not in progress on a trench or other excavation that required closure of an adjacent lane, the traffic cones or portable delineators used for the lane closure shall be placed off of and adjacent to the edge of the traveled way. The spacing of the cones or delineators shall be not more than the spacing used for the lane closure. Suspended loads or equipment shall not be moved nor positioned over public traffic or pedestrians. Full compensation for conforming to the provisions in this section "Public Safety," including furnishing and installing temporary railing (Type K) and temporary crash cushion modules, shall be considered as included in the Contract prices paid for the various items of work involved and no additional compensation will be allowed therefor. Required for ALL construction contracts administered under the Caltrans Standard Specifications. ADD the following section: 7-17 BUY AMERICA REQUIREMENTS. Buy America Requirements apply to steel and iron, manufactured products, and construction materials permanently incorporated into the project. Steel and Iron Materials All steel and iron materials must be melted and manufactured in the United States except: 1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials [60 Fed Reg 15478 (03/24/1995)]; Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 135 2. If the total combined cost of the materials produced outside the United States does not exceed the greater of 0.1 percent of the total contract amount or $2,500, materials produced outside the United States may be used if authorized. Furnish steel and iron materials to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron were melted and manufactured. All melting and manufacturing processes for these materials, including an application of a coating, must occur in the United States. Coating includes all processes that protect or enhance the value of the material to which the coating is applied. Manufactured Products Iron and steel used in precast concrete manufactured products must meet the requirements of the above section (Steel and Iron Materials) regardless of the amount used. Iron and steel used in other manufactured products must meet the requirements of the above section (Steel and Iron Materials) if the weight of steel and iron components constitute 90 percent or more of the total weight of the manufactured product. Construction Materials Buy America requirements apply to the following construction materials that are or consist primarily of: 1. Non-ferrous metals 2. Plastic and polymer-based products such as: a. Polyvinylchloride b. Composite Building Materials 3. Glass 4. Fiber optic cable (including drop cable) 5. Optical fiber 6. Lumber 7. Engineered wood 8. Drywall All manufacturing processes for these materials as defined in 2 CFR 184.6 must occur in the United States. Where one or more of these construction materials have been combined by a manufacturer with other materials through a manufacturing process, Buy America requirements do not apply unless otherwise specified. Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. Manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to Buy America compliance. All manufacturing processes for these materials must occur in the United States. Buy America requirements do not apply to the following: 1. Tools and construction equipment used in performing the work 2. Temporary work that is not incorporated into the finished project Waivers If Buy America waivers are granted, use the following language to include in the contract: Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 136 The following steel and iron products, manufactured products, or construction materials have received an approved Buy America waiver for this contract, and therefore, are not subject to Buy America requirements 1. ______________________________ 2. ______________________________ Required for ALL construction contracts administered under the Caltrans Standard Specifications. ADD the following section: 7-18 REMOVAL OF ASBESTOS AND HAZARDOUS SUBSTANCES. When the presence of asbestos or hazardous substances are not shown on the plans or indicated in the specifications and the Contractor encounters materials which the Contractor reasonably believes to be asbestos or a hazardous substance as defined in Section 25914.1 of the Health and Safety Code, and the asbestos or hazardous substance has not been rendered harmless, the Contractor may continue work in unaffected areas reasonably believed to be safe. The Contractor shall immediately cease work in the affected area and report the condition to the Engineer in writing. In conformance with Section 25914.1 of the Health and Safety Code, removal of asbestos or hazardous substances including exploratory work to identify and determine the extent of the asbestos or hazardous substance will be performed by separate contract. If delay of work in the area delays the current controlling operation, the delay will be considered a right of way delay and the Contractor will be compensated for the delay in conformance with the provisions in Section 8-1.09, "Right of Way Delays", of the Standard Specifications. Required for ALL construction contracts administered under the Caltrans Standard Specifications. 7-19 SUBCONTRACTING No subcontract releases the Contractor from the contract or relieves the Contractor of their responsibility for a subcontractor's work. If the Contractor violates Pub Cont Code § 4100 et seq., the City of Carlsbad may exercise the remedies provided under Pub Cont Code § 4110. The City of Carlsbad may refer the violation to the Contractors State License Board as provided under Pub Cont Code § 4111. The Contractor shall perform work equaling at least 30 percent of the value of the original total bid with the Contractor’s own employees and equipment, owned or rented, with or without operators. Each subcontract must comply with the contract. Each subcontractor must have an active and valid State contractor's license with a classification appropriate for the work to be performed (Bus & Prof Code, § 7000 et seq.). Submit copies of subcontracts upon request by the Engineer. Before subcontracted work starts, submit a Subcontracting Request form. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 137 Do not use a debarred contractor; a current list of debarred contractors is available at the Department of Industrial Relations' Web site. Upon request by the Engineer, immediately remove and not again use a subcontractor who fails to prosecute the work satisfactorily. Each subcontract and any lower tier subcontract that may in turn be made shall include the "Required Contract Provisions Federal-Aid Construction Contracts" in Section 14 of these special provisions. Noncompliance shall be corrected. Payment for subcontracted work involved will be withheld from progress payments due, or to become due, until correction is made. Failure to comply may result in termination of the contract. 7-20 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS. A prime contractor or subcontractor shall pay any subcontractor not later than 10 days of receipt of each progress payment in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. The 10 days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over 30 days may take place only for good cause and with the agency’s prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanction and other remedies of that section. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. ADD the following section: 7-21 PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS. The agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the agency, of the contract work, and pay retainage to the prime contractor based on these acceptances. The prime contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency. Federal law (49 CFR 26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the agency’s prior written approval. Any violation of this provision shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 138 SECTION 8 – FACILITIES FOR AGENCY PERSONNEL (NOT APPLICABLE) Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 139 SECTION 9 – MEASUREMENT AND PAYMENT 9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK. 9-1.1 General. Unless otherwise specified, quantities of work shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along longitudinal axis. Unless otherwise provided in Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension. The planimeter shall be considered an instrument of precision adapted to measurement of all areas. 9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis of measurement shall be measured in accordance with methods stipulated in the particular sections involved. 9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster’s certificates showing actual net weights. The Agency will accept the certificates as evidence of weights delivered. 9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures. 9-2 LUMP SUM WORK. Items for which quantities are indicated “Lump Sum”, “LS”, or “Job”, shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of work and all work appurtenant thereto. The Contractor shall submit to the Engineer within 15 days after award of Contract, a detailed schedule in triplicate, to be used only as a basis for determining progress payments on a lump sum contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently detailed as to satisfy the Engineer that it correctly represents a reasonable apportionment of the lump sum. 9-3 PAYMENT 9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to the Contractor will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1. The unit and lump sum prices to be paid shall be full compensation for the items of work and all appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals. Payment will not be made for materials wasted or disposed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after it has been placed, and material placed outside of the Plan lines. No compensation will be allowed for disposing of rejected or excess material. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 140 Payment for work performed or materials furnished under an Assessment Act Contract will be made as provided in particular proceedings or legislative act under which such contract was awarded. Whenever any portion of the Work is performed by the Agency at the Contractor’s request, the cost thereof shall be charged against the Contractor, and may be deducted from any amount due or becoming due from the Agency. Whenever immediate action is required to prevent injury, death, or property damage, and precautions which are the Contractor’s responsibility have not been taken and are not reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability. Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such payment be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the Contract which may be damaged, lost, stolen or otherwise degraded in any way prior to acceptance of the Work, except as provided in Section 6-10. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the “Notice of Completion.” If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor’s failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws. At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and retained by the Agency will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the Agency’s payment procedure. Each month, the Engineer will make an approximate measurement of the work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar days after the closure date. Five (5) working days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor’s information. Should the Contractor assert that additional payment is due, the Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 141 of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than seven (7) days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within thirty (30) days after receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure. From each progress estimate, 10 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. After 50 percent of the Work has been completed and if progress on the Work is satisfactory, the deduction to be made from remaining progress estimates and from the final estimate may be limited to $500 or 10 percent of the first half of total Contract amount, whichever is greater. No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9. As provided in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the Contract. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the contract bid item and change order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate. The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make written statement disputing any bid item or change order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 calendar days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 3-5, Disputed Work. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 142 9-3.2.1 Payment for Claims. Except for those final payment items disputed in the written statement required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written statement by the Contractor no later than the date of receipt of the final payment estimate. Those final payment items disputed in the written statement required in Section 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this contract including Sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor’s claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying the claims. Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall proceed with informal dispute resolution under Section 3-5, Disputed Work, for those claims remaining in dispute. 9-3.3 Delivered Materials. When provided for in the Specifications, and subject to the limitation and conditions therein, the cost of materials and equipment delivered but not incorporated into the Work will be included in the progress estimate. 9-3.3.1 Delivered Materials. The cost of materials and equipment delivered but not incorporated into the work will not be included in the progress estimate. 9-3.4 Mobilization. When a bid item is included in the Proposal form for mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be included in the other items of work. 9-3.4.1 Mobilization and Preparatory Work. The Contract lump-sum price paid for mobilization shall include full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the work involved in mobilization and preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment and supplies incidental to preparing to conduct work on and off the project site and other offsite facilities; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work on various contract items on or off the project site, excepting those specifically paid for under separate sections of these specifications. Such activities shall include, but are not limited to, coordination with Agency forces, surveying and staking, pre-construction video and photographs, stage areas, and any other work not included in any other bid item. Progress payments for Mobilization and Preparatory Work will be made as follows: Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 143 For the first progress payment (after the issuance of the Notice to Proceed), payment will be made at forty percent (40%) of the amount bid for Mobilization and Preparatory Work. For the second progress payment, payment will be made at fifty percent (50%) of the amount bid for Mobilization and Preparatory Work. The remaining 10% of the amount bid for Mobilization and Preparatory Work will be made when all punch list items are signed-off and completed to the satisfaction of the City Inspector, and the Contractor has completely demobilized from the project site(s). 9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his expense. 9-4.1 Bid Schedule A Bid Item No. A-1 – Mobilization and Preparatory Work The Contractor shall mobilize per Section 9-3.4 Bid Item No. A-2 – Construction Schedule The Contractor shall maintain a construction schedule per Section 6-1. Bid Item No. A-3 – Temporary Traffic Control The contract price paid for this bid item shall constitute full compensation for furnishing all labor, materials and equipment and all incidental services including preparation and submittal of traffic control plans, paying all fees and implementing traffic control systems, complete in-place and in accordance with the Contract Documents, including, but not limited to Section 7-10 and Section 313 of the Supplemental Provisions. Bid Item No. A-4 – Potholing The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment to determine, by potholing, the sizes and types and vertical and horizontal locations of existing utilities in accordance with the Contract Documents. This bid item shall include notification to Underground Service Alert, backfill of excavations, patching of pothole excavations with temporary AC paving, and submitting the results to the City Engineer for review and approval in advance of pavement saw-cutting or excavations for underground construction. Bid Item No. A-5 – Monument Preservation The Contractor shall complete monument preservation per Section 400-2 of the Supplemental Provisions. Bid Item No. A-6 – Unclassified Excavation The contract unit price paid for Unclassified Excavation shall constitute full compensation complete all earthwork and erosion control per Sections 300-2 thru 300-9 of the Special Provisions and no additional compensation shall be allowed. Bid Item No. A-7 – Clearing and Grubbing The entire work site to be cleared and grubbed as necessary to construct the improvements in accordance with Section 300-1 of the Special Provisions. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 144 Bid Item No. A-8 – Construct Transition Curb and Gutter Transition curb and gutter the Plan Set. This includes, but is not limited to, protection of adjacent public and private improvements and/or facilities, labor, tools, forming, backfill, aggregate base, and compaction, and no additional compensation shall be allowed. Bid Item No. A-9 – Construct 4” PCC Sidewalk per SDRSD G-7, G-9, G-10 The contract unit price paid for this bid item shall constitute full compensation to construct concrete sidewalk per SDRSD G-7, G-9 and G-10 for furnishing all labor, materials, tools, equipment, earthwork, bedding, backfilling, compaction, materials testing, concrete, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation will be allowed. Bid Item No. A-10 – Asphalt Concrete Payment for Asphalt Concrete and all work included in and incidental to Section 302-5 shall be at the Contract Unit Price per Ton and shall include full compensation for all labor, materials, tools, and equipment for doing all work involved in completing full depth asphalt pavement to the depths shown on Plans, as specified in the Special Provisions, the SSPWC, and as directed by the Engineer, and there shall be no additional costs to the City therefor. Bid Item No. A-11 – Construct 6” Type G Curb and Gutter per SDRSD G-02 The contract unit price paid for this bid item shall constitute full compensation to construct 6” concrete curb and gutter per SDRSD G-2 Type G in compliance with the SSPWC and the Plan Set. This includes, but is not limited to, protection of adjacent public and private improvements and/or facilities, labor, tools, excavation, forming, backfill, aggregate base, and compaction, and no additional compensation shall be allowed. Bid Item No. A-12 – Construct 6” Modified Median Curb per City of Carlsbad Standard DWG GS-18 The contract unit price paid for this bid item shall constitute full compensation to construct 6” modified median curb per City of Carlsbad Standard DWG GS-18 in compliance with the SSPWC and the Plan Set. This includes, but is not limited to, protection of adjacent public and private improvements and/or facilities, labor, tools, excavation, forming, backfill, aggregate base, compaction, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation shall be allowed. 100 linear feet added to quantity, if determined that two striped medians are converted to refuge island as directed by City Engineer. Bid Item No. A-13 – Construct Modified Type D ADA Curb Ramp per SDRSD G-31 The contract unit price paid for this bid item shall constitute full compensation to construct modified concrete curb ramp per SDRSD G-31 Type D and shall include furnishing all labor, materials, and equipment and for providing all the work required for the construction of new curb ramps and truncated domes, and no additional compensation will be allowed. Concrete curb ramps shall be according to Section 303-5 of the Supplementary General Provisions of the Standard Specifications and the San Diego Regional Standard drawings. Any new work found to be defective or damaged, cracked, chipped, discolored, improperly finished, heaved, vandalized, or for any other reason does not conform to the specifications, to its acceptance, shall be replaced by the Contractor, at the Contractor’s expense, as approved by the Engineer. Truncated Domes shall be “Yellow” color or as directed by the Engineer. Concrete curb ramps will be “Field Fit” to best fit the existing field conditions or as detailed out on project plan set, these special provisions and with the Americans with Disabilities Act. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 145 Bid Item No. A-14 – Construct Type C ADA Curb Ramp per SDRSD G-29 The contract unit price paid for this bid item shall constitute full compensation to construct concrete curb ramp per SDRSD G-29 Type C and shall include furnishing all labor, materials, and equipment and for providing all the work required for the construction of new curb ramps and no additional compensation will be allowed. Concrete curb ramps shall be according to Section 303- 5 of the Supplementary General Provisions of the Standard Specifications and the San Diego Regional Standard drawings. Any new work found to be defective or damaged, cracked, chipped, discolored, improperly finished, heaved, vandalized, or for any other reason does not conform to the specifications, to its acceptance, shall be replaced by the Contractor, at the Contractor’s expense, as approved by the Engineer. Truncated Domes shall be “Yellow” color or as directed by the Engineer. Concrete curb ramps will be “Field Fit” to best fit the existing field conditions or as detailed out on project plan set, these special provisions and with the Americans with Disabilities Act. Bid Item No. A-15 – Construct Concrete Cross Gutter per SDRSD G-12 The contract unit price paid for this bid item shall constitute full compensation to construct cross gutter per SDRSD G-12 and for furnishing all labor, materials, tools, equipment, earthwork, bedding, backfilling, compaction, materials testing, concrete, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation will be allowed. Bid Item No. A-16 – Slurry Seal The contract unit price paid for this bid item shall constitute full compensation for slurry seal and for furnishing all labor, materials, equipment, and incidentals to accomplish the work as specified herein and no additional compensation shall be allowed. Bid Item No. A-17 – Construct 3” Mountable Curb The contract unit price paid for this bid item shall constitute full compensation to construct 3” mountable curb in compliance with the SSPWC and the Plan Set. This includes, but is not limited to, protection of adjacent public and private improvements and/or facilities, labor, tools, excavation, forming, backfill, aggregate base, compaction, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation shall be allowed. Bid Item No. A-18 – Construct 12” 560-C-3250 Concrete Pad The contract unit price paid for this bid item shall constitute full compensation to construct 12” thick concrete pad in the center island per Plan Set and for furnishing all labor, materials, tools, equipment, earthwork, bedding, backfilling, compaction, materials testing, concrete, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation will be allowed. Bid Item No. A-19 – Construct 6” Monolithic Retaining Curb at Back of Sidewalk The contract unit price paid for this bid item shall constitute full compensation to construct 6” Monolithic Retaining Curb in compliance with the SSPWC and the Plan Set. This includes, but is not limited to, protection of adjacent public and private improvements and/or facilities, labor, tools, excavation, forming, backfill, aggregate base, compaction, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation shall be allowed. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 146 Bid Items No. A-20 through A-21 – Construct Curb Ramp The contract unit price paid for this bid item shall constitute full compensation to construct concrete curb ramp per SDRSD G-28 Type A and shall include furnishing all labor, materials, and equipment and for providing all the work required for the construction of new curb ramps and no additional compensation will be allowed. Concrete curb ramps shall be according to Section 303- 5 of the Supplementary General Provisions of the Standard Specifications and the San Diego Regional Standard drawings. Any new work found to be defective or damaged, cracked, chipped, discolored, improperly finished, heaved, vandalized, or for any other reason does not conform to the specifications, to its acceptance, shall be replaced by the Contractor, at the Contractor’s expense, as approved by the Engineer. Truncated Domes shall be “Yellow” color or as directed by the Engineer. Concrete curb ramps will be “Field Fit” to best fit the existing field conditions or as detailed out on project plan set, these special provisions and with the Americans with Disabilities Act. Bid Item No. A-22 – Construct AC Raised Crosswalk The contract unit price paid for this bid item shall constitute full compensation to construct AC raised crosswalk per Plan Set and for furnishing all labor, materials, tools, equipment, earthwork, bedding, backfilling, compaction, materials testing, concrete, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation will be allowed. Bid Item No. A-23 – Construct Truncated Domes The contract unit price paid for this bid item shall constitute full compensation to furnish and stall truncated domes and for furnishing all labor, materials, tools, equipment, earthwork, bedding, backfilling, compaction, materials testing, concrete, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation will be allowed. Bid Item No. A-24 –Modify Decorative Wall The contract unit price paid for this bid item shall constitute full compensation to relocate and reconfigure the existing block wall and for furnishing all labor, materials, tools, equipment, earthwork, bedding, backfilling, compaction, materials testing, concrete, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation will be allowed. Bid Item No. A-25 – Furnish and Install Trench Drain and U-Channel The contract unit price paid for this bid item shall constitute full compensation to construct the concrete u-channel, to furnish and stall trench drain and for furnishing all labor, materials, tools, equipment, earthwork, bedding, backfilling, compaction, materials testing, concrete, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation will be allowed. Bid Item No. A-26 – Landscape and Irrigation Installation The contract lump sum price paid for this bid item shall constitute full compensation to construct mortared stone mountable apron, 2’ accent wall and wall drainage infrastructure, landscape, planting, and irrigation shall be installed per Part 8 of the Supplemental Provisions and the Plan Set. Bid Item No. A-27 – Electrical Equipment and Materials The contractor shall furnish and install electrical equipment and materials per Plan Set and in accordance with Section 86 of the Caltrans Standard Specifications. The contractor shall Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 147 coordinate with SDGE for new electrical service work. Coordination location with city Traffic Engineer. Bid Item No. A-28 through A-30 – Furnish and Install RRFB System (per Crosswalk), Furnish and Install PPB Pole The contract unit price paid for this bid item shall constitute full compensation to furnish and install Solar RRFB system per Plan Set and in accordance with Section 86 of the Caltrans Standard Specifications. This work includes solar panel, controller, transmitter radio, control, RRFB, pole, push button, base, signs, foundations and any other appurtenances for the system to be fully functional. Coordination location with city Traffic Engineer. Bid Item No. A-31 – Relocate RRFB System with New Foundation The contract unit price paid for this bid item shall constitute full compensation to relocate the existing RRFB system per Plan Set and in accordance with Section 86 of the Caltrans Standard Specifications. This work includes the relocation of all equipment and construction of new foundations for the system to be fully functional. Coordination location with city Traffic Engineer. Bid Item No. A-32 – Painted Traffic Striping and Curb Pavement Markings, and Pavement Markers The Contractor lump sum price paid for Painted Traffic Striping and Curb Pavement Marking, and Pavement Markers shall be made at the contract lump sum price and shall include full compensation for all paint or thermoplastic and pavement markers, removals, and furnishing all labor, materials, tools, equipment and incidentals to accomplish work as specified herein and no additional compensation will be allowed therefor. Bid Item No. A-33 – Permanent Signing The Contractor lump sum price paid for permanent signing and appurtenances shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in supplying and installing permanent signing and appurtenances, complete in place, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer. Bid Item No. A-34 – Staging Area The contract price paid for this bid item shall constitute payment for city provided staging including full restoration of the staging area within the Contract time allowed for the Work. Staging areas are available on public streets, as shown in Appendix H, nearby construction areas only. North side of Chestnut Avenue (west end) may be considered with prior approval by inspector. Staging shall have temporary 6’ high chain link security fencing to keep traveling public safely away from the equipment. Chain link fence with fabric shall be constructed and secured with a black or dark green fabric attached securely to the chain link fence and shall have holes to sufficiently resist damage during windstorms. Staging area shall be indicated on submittals for traffic control plans per Section 7-10 and SWPPP per Section 300. The city does not compensate the contractor if construction storage is not available on or off site. If necessary, the contractor must find off-site storage and submit land use permit for off-site storage and incorporate area into their SWPPP. Prior to storage of any materials on any private property within the City’s boundaries, the Contractor shall provide to the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly state the term of the lease, the description of materials allowed to be stored, and shall provide for the removal of the materials and restoration of the storage site within the Contract time allowed for the Work. Employees working on the project should park within the construction area or at another location that does Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 148 not include the immediately adjacent streets, unless approved by the city. Loading or unloading equipment/materials shall be done in the staging area and/or within the Traffic Control plan. 9-4.2 Bid Schedule B Bid Item No. B-1 – Mobilization and Preparatory Work Payment for this bid item shall be made in accordance with Section 9-3.4 for all work included in Schedule B. Bid Item No. B-2 – Excavation Support System The contract price paid for this bid item shall constitute full compensation to furnish and install sheeting, shoring, bracing, sloping or equivalent method of support for excavations for the protection of life or limb which shall conform to applicable safety orders. This includes, but is not limited to, the preparation and submittal of a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground in or adjacent to trenches or open excavations, and acceptance of said plan by the Engineer, in accordance with California Labor Codes 6705 and 6707. If such plan varies from the excavation support system standards of CCR, Title 8, Section 1541.1, the plan shall be prepared by a California registered civil or structural engineer. This bid item shall also include obtaining any required permit from the State Division of Industrial Safety. Bid Item No. B-3 – Temporary Traffic Control The contract price paid for this bid item shall constitute full compensation for furnishing all labor, materials and equipment and all incidental services including preparation and submittal of traffic control plans, paying all fees and implementing traffic control systems, complete in-place and in accordance with the Contract Documents, including, but not limited to Section 7-10 and Section 313 of the Supplemental Provisions. Bid Item No. B-4 – Utility Locating and Potholing The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment to determine, by potholing, the sizes and types and vertical and horizontal locations of existing utilities in accordance with the Contract Documents. This bid item shall include notification to Underground Service Alert, backfill of excavations, patching of pothole excavations with temporary AC paving, and submitting the results to the City Engineer for review and approval in advance of pavement saw-cutting or excavations for underground construction. Bid Item No. B-5 – Removal of Existing Sewer Facilities The contract price paid for this bid item shall constitute full compensation for furnishing all labor, materials, and equipment for removal of existing sewer pipelines, manholes and appurtenances in accordance with Section 15000 and the Contract Documents. Bid Item No. B-6 – Abandonment of Existing Sewer Facilities The contract price paid for this bid item shall constitute full compensation for furnishing all labor, materials, and equipment for abandonment of existing sewer pipelines, and slurry fill with a 2-sack cement slurry in accordance with the Contract Documents. Bid Item No. B-7 through B-9 – Furnish and Install PVC Sewer Main The contract price paid for this bid item shall constitute full compensation for all labor, materials, and equipment to furnish and install pipe of the specified sizes and types and to the limits specified on the Plans and in accordance with the Contract Documents. This bid item shall include pavement saw-cutting, demolition and disposal of existing pipes, removal and disposal of Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 149 abandoned pipes; excavation; dewatering and any required water disposal; placement and compaction of imported pipe zone bedding and backfill and trench zone backfill; pipe; transition couplings; utility warning tape, testing, disposal of surplus materials, and all incidental work. This bid item does not include pavement structural section restoration which is measured and paid for under a separate bid item. Bid Item No. B-10 - Furnish and Install Sewer Lateral Connection The contract price paid for this item shall constitute full compensation for furnishing all materials, labor, equipment and tools, except for PVC material, for the complete construction of 4” PVC (SDR-35) sewer pipe lateral. This item includes all saw-cutting, demolition and disposal of asphalt concrete pavement; excavation; dewatering and any required water disposal; pipe, service wyes and other fittings; placement and compaction of bedding and backfill; testing; and surveying in accordance with the Contract Documents. Payment shall be made for each lateral connection successfully installed and tested. No additional compensation shall be allowed. Bid Item No. B-11 – Furnish and Install Sewer Manhole The contract price paid for this bid item shall constitute full compensation for all labor, materials, and equipment to construct sewer manhole per City of Carlsbad Standard DWG S-1 and in accordance with the city Approved Materials List, Section 03000, Section 03460 and the Contract Documents. This bid item shall include pavement saw-cutting, demolition and disposal; excavation; dewatering and any required water disposal; preparation of subgrade beneath manhole base; base, shaft, cone, grade rings and frame and cover assemblies; placement and compaction of crushed rock bedding and soil backfill; manhole adapters, disposal of surplus materials and adjustment of frame and cover assemblies to final grade. This bid item does not include pavement structural section restoration which is measured and paid for under a separate bid item. Bid Item No. B-12 – Furnish and Install Sewer Manhole Rehabilitation The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, and equipment to rehabilitate existing sewer manholes per City of Carlsbad Standard DWG S-1A and in accordance with the city Approved Materials List. This item includes all saw- cutting, demolition and disposal of asphalt concrete pavement, excavation, demolition, dewatering and any required water disposal, surface preparation and all preparatory work, manhole liners, cones, frames and covers, bedding, backfill, compaction, coating, complete and accurate record drawings, and all incidental work, in accordance with the Contract Documents. Payment of this item shall be per each manhole rehabilitated and shall be made after the pavement surface is restored. No additional compensation shall be allowed. Bid Item No. B-13 – Temporary Sewer Bypassing The contract price paid for this bid item shall constitute full compensation to furnish, install, operate and maintain a temporary sewer bypass system during sewer facility construction including, but not limited to design, preparation and submittal of sewer bypass plan, pumps, redundant pumps, piping, testing, continuous system monitoring during bypass operations; security; temporary asphalt (cold mix); protective barriers, ramps or plating; maintenance of the system for the duration of the work; removal of the system upon completion of work; and site restoration, in accordance with Section 7-8.4.2 Sewage Bypass and Pumping Plan and Section 02960 Temporary Sewer Bypass Pumping. See Appendix “E” for the sewer system maps. Bid Item No. B-14 – Removal of Existing Water Valve The contract price paid for this bid item shall constitute full compensation for all labor, materials, and equipment to remove and legally dispose of existing water valves per Section 15000 and the Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 150 Plans. This bid item shall include pavement saw-cutting, demolition and disposal; excavation; dewatering and any required water disposal; removal of valves, thrust blocks, valve wells and covers; placement and compaction of trench backfill and disposal of surplus materials. Bid Item No. B-15 – Abandon Water Main The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment to cut-and-plug or slurry fill and abandon in-place existing water mains in accordance with Section 15000 and the Contract Documents. This item shall include all excavation, dewatering, concrete plugging or slurry filling of pipe to be abandoned in-place, backfilling of excavations and all incidental work. Bid Item No. B-16 – Asbestos Cement Pipe Removal and Disposal The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to remove and dispose existing asbestos cement pipe in accordance with Section 02060 of the Carlsbad Engineering Standards and the Contract Documents. This item shall include the preparation and submittal of any required health and safety plans; excavation; dewatering; cutting, removal of ACP; polyethylene encasement of AC pipe to be disposed; placement of ACP in designated waste containers; legal disposal of pipe, providing manifest of disposal and all incidental work in accordance with applicable regulations. Bid Item No. B-17 – Asbestos Cement Pipe Sample for Testing The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to provide asbestos cement pipe samples for testing, including; labeling, bagging, sealing samples for AC Pipe Testing, and delivery of samples to CMWD (Monday through Thursday only), in accordance with Section 02060 and 02262 of the Carlsbad Engineering Standards and other requirements of the Contract Documents. CMWD will perform AC Pipe Testing. Bid Item No. B-18 – Trench Resurfacing The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment for trench resurfacing, complete in place in accordance with Carlsbad Standard DWG GS-24 through GS-28 and the Contract Documents. The price paid shall include, but not be limited to, saw-cutting and cold milling not included in any other bid item; applying tackifiers; placing and compacting asphalt concrete along trench excavations, areas damaged by construction, or grind and overlay areas; applying seal coat; disposal of waste or surplus materials and all incidental work or services. Pavement that is damaged during construction, when such damage could have been prevented using rubber-tired equipment, steel plating or similar protective measures, will not be measured for payment and shall be replaced at the Contractor’s expense. Bid Item No. B-19 – Furnish and Install 1-inch Water Service Assembly The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and install new water service assemblies of the size specified and per CMWD Standard Drawings and reconnect existing water service and in accordance with the Contract Documents. This bid item shall include all saw-cutting, demolition and disposal of asphalt concrete pavement; excavation; removal of existing or to be abandoned conduits or structures; dewatering and any required water disposal; placement and compaction of imported pipe zone bedding and backfill and trench zone backfill; service saddle; corporation stop; copper tubing; pipe; fittings; utility warning tape; angle meter valve; sacrificial anodes; meter box, site restoration and all incidental work. Existing meters will be removed by CMWD. New water meters, where Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 151 needed, will be furnished and installed by CMWD. This bid item does not include pavement structural section restoration which is measured and paid for under a separate bid item. Bid Item No. B-20 – Furnish and Install 2-inch Blowoff Assembly The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to install a new manual air release valve per CMWD No. W-10 and in accordance with the Contract Documents. This bid item shall include all saw-cutting, demolition and disposal of asphalt concrete pavement; excavation; removal of existing or to be abandoned conduits or structures; dewatering and any required water disposal; piping; valves; fittings; valve box and lid; locating wire; and placement and compaction of imported pipe zone bedding and backfill and trench zone backfill. This bid item does not include pavement structural section restoration which is measured and paid for under a separate bid item. Bid Item No. B-21 – Furnish and Install 2-inch Manual Air Release The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to install a new manual air release valve per CMWD No. W-10 and in accordance with the Contract Documents. This bid item shall include all saw-cutting, demolition and disposal of asphalt concrete pavement; excavation; removal of existing or to be abandoned conduits or structures; dewatering and any required water disposal; piping; valves; fittings; valve box and lid; locating wire; and placement and compaction of imported pipe zone bedding and backfill and trench zone backfill. This bid item does not include pavement structural section restoration which is measured and paid for under a separate bid item. Bid Item No. B-22 through B-25 – Furnish and Install Gate Valve The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools, and equipment and install new resilient wedge gate valve of the size specified and valve box assembly per CMWD Standard Drawing W-21 and in accordance with the Contract Documents. This bid item shall include gaskets; hardware; corrosion protection coatings; polyethylene encasement; valve support blocks; thrust restraint fittings or concrete thrust blocks; valve box and lid; locating wire; and placement and compaction of imported pipe zone bedding and backfill and trench zone backfill. Gate valves installed for fire service or fire hydrant assemblies shall be measured and paid for under separate bid items. Bid Item No. B-26 through 29 – Furnish and Install PVC Water Main The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment to construct new polyvinyl chloride (PVC) water main of the size specified per CMWD W-2 to the limits specified on the Plans and in accordance with the Contract Documents. This bid item shall include pavement saw-cutting, demolition and disposal; excavation; dewatering and any required water disposal; placement and compaction of imported pipe zone bedding and backfill and trench zone backfill; pipe; gaskets; fittings; corrosion protection of fittings and hardware; thrust blocks and thrust restraint devices; installation of tracer wire and utility warning tape; hydrostatic pressure testing; disinfection; bacteriological testing; disposal of surplus materials and all incidental work. This bid item does not include pavement structural section restoration which is measured and paid for under a separate bid item. Bid Item No. B-30 – Furnish and Install 12-inch Fusible PVC Water Main The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment to construct new fusible PVC water main of the sizes and types and to the limits shown on the Plans and in accordance with the Contract Documents. Fusible PVC pipe shall be installed in steel casings; wherever “no joints” are specified at crossings with non-potable fluid pipelines; where new water mains are parallel to and less than 10 feet horizontally from non- Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 152 potable fluid pipelines or where shown on the Plans. Work shall include pavement saw-cutting, demolition and disposal; excavation; dewatering and any required water disposal; placement and compaction of imported pipe zone bedding and backfill and trench zone backfill; fusible PVC pipe and fusion services; fittings; corrosion protection for fittings and hardware; thrust restraint devices; installation of tracer wire and utility warning tape; hydrostatic pressure testing; disinfection; disposal of surplus materials and all incidental work. This bid item does not include pavement structural section restoration which is measured and paid for under a separate bid item. Bid Item No. B-31 – Furnish and Install 14-inch Fusible PVC Water Main The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment to construct new fusible PVC water main of the sizes and types and to the limits shown on the Plans and in accordance with the Contract Documents. Fusible PVC pipe shall be installed in steel casings; wherever “no joints” are specified at crossings with non-potable fluid pipelines; where new water mains are parallel to and less than 10 feet horizontally from non- potable fluid pipelines or where shown on the Plans. Work shall include pavement saw-cutting, demolition and disposal; excavation; dewatering and any required water disposal; placement and compaction of imported pipe zone bedding and backfill and trench zone backfill; fusible PVC pipe and fusion services; fittings; corrosion protection for fittings and hardware; thrust restraint devices; installation of tracer wire and utility warning tape; hydrostatic pressure testing; disinfection; disposal of surplus materials and all incidental work. This bid item does not include pavement structural section restoration which is measured and paid for under a separate bid item. Bid Item No. B-32 – Furnish and Install Fire Hydrant Assembly The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and install new fire hydrant assembly per CMWD Standard Drawing No. W-17 and other requirements of the Contract Documents. This bid item shall include all saw-cutting, demolition and disposal of asphalt concrete pavement; excavation; removal of existing or to be abandoned conduits or structures; dewatering and any required water disposal; pipe and fittings; gate valve; valve support blocks; thrust restraint fittings or concrete thrust blocks; hydrant; valve box and lid; locating wire; placement and compaction of pipe zone bedding and backfill and trench zone backfill; appurtenance pads; fire hydrant markers and all incidental work. This bid item does not include pavement structural section restoration which is measured and paid for under a separate bid item. Bid Item No. B-33 – Furnish and Install Temporary Highline The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and install temporary highline for domestic water services or fire services in accordance with the Contract Documents. The price paid shall include, but is not limited to, submittal of a highlining plan; securing temporary water meter; backflow prevention device; all piping, fittings and isolation valves; disinfection; bacteriological testing; temporary asphalt (cold mix); protective ramps or plating; maintenance of the highline system for the duration of the work; removal of the system upon reconnection of water or fire services; and site restoration including asphalt concrete paving or Portland cement concrete flatwork, curb or gutter not paid for in any other bid item. Materials used for the temporary highline shall be ANSI/NSF 61 certified with a working pressure rating of not less than 150 psi. When a separate bid item is not included on the bid schedule for Temporary Highline, payment for Temporary Highline shall be considered included in the price bid for Furnish and Install Water Main and no separate payment shall be made therefor. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 153 Bid Item No. B-34 – Over Excavation and Backfill for Utility Trenching The contract price paid per for this bid item shall constitute full compensation to furnish all labor, materials and equipment to over-excavate unsuitable materials from the trench and construct foundation stabilization in accordance with Section 02223 of the Carlsbad Engineering Standards and the Contract Documents. The removal limits shall be as ordered by the Engineer. Bid Item No. B-35 – Furnish and Install 12-inch Water Main Line Stop The contract price paid for this bid item shall constitute full compensation for all labor, materials and equipment to furnish and install a temporary line stop on the existing water main of the size specified in accordance with the Contract Documents. This bid item shall include excavation, thrust blocks, hot tapping equipment, fittings, temporary valves, completion plugs, and trench backfill. Line stops shall be installed at the locations specified and as ordered by the City Engineer. Bid Items No. B-36 through B-42 – Water Main Connection The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment not included in any other bid item to connect the new pipeline to the existing water main as identified on the Plans and in accordance with the Contract Documents. This item shall include saw-cutting, demolition and disposal of asphalt concrete pavement; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; installation and removal of temporary restrained end caps with 2-inch blowoff, including temporary pipe, valve can and pipe; fittings and couplings; disinfection; and placement and compaction of imported pipe zone bedding and backfill and trench zone backfill. This bid item does not include pavement structural section restoration which shall be measured and paid for under a separate bid item. No separate payment shall be made for water main connections that are not listed in the Bid Schedule. Bid Items No. B-43 through B-46 – Furnish and Install Temporary ACP End Cap The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment not included in any other bid item to furnish, install and remove the temporary end cap to maintain service on the existing water main during installation of new water main and appurtenances, as identified on the Plans and in accordance with the Contract Documents. This item shall include saw-cutting, demolition and disposal of asphalt concrete pavement; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; installation and removal of temporary end caps, temporary pipe, valve, valve can and thrust block, fittings and couplings; disinfection; and placement and compaction of imported pipe zone bedding and backfill and trench zone backfill. This bid item does not include pavement structural section restoration which shall be measured and paid for under a separate bid item. No separate payment shall be made for temporary ACP end caps that are not listed in the Bid Schedule. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 154 SECTION 10 – FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS 10-1 GENERAL. The work herein proposed will be financed in whole or in part with Federal or State funds, and therefore all of the statutes, rules and regulations promulgated by the Federal Government and applicable to work financed in whole or in part with Federal or State funds will apply to such work. The "Required Contract Provisions, Federal-Aid Construction Contracts, "Form FHWA 1273, are included in Appendix D. Whenever in said required contract provisions references are made to "SHA contracting officer", "SHA resident engineer", or "authorized repre-sentative of the SHA", such references shall be construed to mean "Engineer" as defined in Section 1-1.18 of the Standard Specifications. 10-2 PERFORMANCE OF PREVIOUS CONTRACT. In addition to the provisions in Section II, "Nondiscrimination," and Section VI, "Subletting or Assigning the Contract," of the required contract provisions, the Contractor shall comply with the following: The bidder shall execute the CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS located in the proposal. No request for subletting or assigning any portion of the contract in excess of $10,000 will be considered under the provisions of Section VI of the required contract provisions unless such request is accompanied by the CERTIFICATION referred to above, executed by the proposed subcontractor. 10-3 NON-COLLUSION PROVISION. The provisions in this section are applicable to all contracts except contracts for Federal Aid Secondary projects. Title 23, United States Code, Section 112, requires as a condition precedent to approval by the Federal Highway Administrator of the contract for this work that each bidder file a sworn statement executed by, or on behalf of, the person, firm, association, or corporation to whom such contract is to be awarded, certifying that such person, firm, association, or corporation has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the submitted bid. A form to make the non-collusion affidavit statement required by Section 112 as a certification under penalty of perjury rather than as a sworn statement as permitted by 28, USC, Sec. 1746, is included in the proposal. 10-4 PARTICIPATION BY MINORITY BUSINESS ENTERPRISES IN SUBCONTRACTING. Part 26, Title 49, Code of Federal Regulations applies to this Federal-aid project. Pertinent sections of said Code are incorporated in part or in its entirety within other sections of these special provisions. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 155 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 2 CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS. 200-2.1 General. Replace this subsection in its entirety with the following: Materials for use as untreated base or subbase shall be classified in the order of preference as follows: a) Class II Aggregate Base conforming to Caltrans Standard Specification, Section 26: Aggregate Bases, Subsection 26-1.02B Class II Aggregate Base, ¾” maximum size. b) Crushed Miscellaneous Base conforming to subsection 200-2.4. When base material without further qualification is specified, the Contractor shall supply Class II aggregate base. When a particular classification of base material is specified, the Contractor may substitute any higher classification of base material for that specified, following the order of preference listed above. All processing or blending of materials to meet the grading requirement will be performed at the plant or source. The materials shall compact to a hard, firm, unyielding surface and shall remain stable when saturated with water. Add the following section: 200-2.2.4 Class II Aggregate Base. If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for “Operating Range” but meet the “Contract Compliance” requirements, placement of the aggregate base may be continued for the remainder of that day. However, another day's work may not be started until tests indicate that the next material to be used in the work will comply with the requirements specified for “Operating Range”. If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for “Contract Compliance”, the aggregate base which is represented by these tests shall be removed. However, if requested by the Contractor and approved by the Engineer, the aggregate base may remain in place and the Contractor shall pay to the City 15 percent of the material cost per cubic yard for such aggregate base left in place. The City may deduct this amount from any moneys due, or that may become due, the Contractor under the contract. If both the aggregate grading and Sand Equivalent do not conform to the “Contract Compliance” requirements, only one adjustment shall apply. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 156 No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one day's production, whichever is smaller. 200-2.4.3 Quality Requirements. Add the following: If the test results of the tests for either or both aggregate grading and Sand Equivalent tests do not meet the requirements specified, placement of the Crushed Miscellaneous Base may be continued for the remainder of the working day. Work shall not resume until tests indicate that the aggregate to be used complies with the requirements specified. If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified, the Crushed Miscellaneous Base which is represented by these tests shall be removed. However, if requested by the Contractor and approved by the Engineer, the material may remain in place and the Contractor shall pay to the City 15 percent of the material cost per cubic yard for such aggregate base left in place. The City may deduct this amount from any moneys due, or that may become due, the Contractor under the contract. If both the aggregate grading and Sand Equivalent do not conform to the requirements for Crushed Miscellaneous Base, only one adjustment shall apply. No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one day's production, whichever is smaller. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE. TABLE 201-1.1.2(A) Modify as follows: TABLE 201-1.1.2(A) (3) PORTLAND CEMENT CONCRETE Type of Construction Concrete Maximum Class Slump mm (Inches) All Concrete Used Within the Right-of-Way 330-C-23 (560-C-3250) (1) (2) Trench Backfill Slurry 115-E-3 (190-E-400) 200 (8”) Street Light Foundations and Survey Monuments 330-C-23 (560-C-3250) 100 (4”) Traffic Signal Foundations 350-C-27 (590-C-3750) 100 (4”) Concreted-Rock Erosion Protection 310-C-17 (520-C-2500P) per Table 300-11.3.1 (1) Except that concrete required to be of higher strength by Table 201-1.1.2(A) SSPWC shall be as per Table 201-1.1.2(A) SSPWC. (2) As per Table 201-1.1.2(A) SSPWC. (3) Portions of Table 201-1.1.2(A) of the Standard Specifications for Public Works Construction not shown herein as changed are not affected by this table. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 157 201-1.2 Materials. Add the following section after 201-1.2.4: 201-1.2.4(d) Air-Entraining Admixtures. Substitute the following: The air content shall not deviate from the percentage specified or permitted by more than 1-1/2 percentage points. The air content of freshly mixed concrete will be determined by California Test Method No. 504. Add the following: 201-1.2.4(f) Integral Colored Concrete. Add the following: Integral color shall consist of colored admixtures developed for use in ready mixed concrete. The product shall be made of the highest quality pigments, as well as other ingredients designed to enhance the color and improve the pigment dispersion, workability and finishing performance of the concrete. Integral color pigments shall meet or exceed ASTM-C-979. The coloring method shall be designed for concrete flatwork applications (salt finished, broom finishes, rotary finishes), as well as vertical surfaces, and other types of architectural concrete. Pigment shall be a permanent coloration, uniform throughout the concrete surface and interior, and shall be highly UV and fade resistant. Integral colored concrete shall be cured with QC Color Cure color matched to the concrete (see product information bulletin). Provide sample panel submittals of all colors to be used in the installation on identical surfaces for approval by Resident Engineer. Contractor shall provide a maintenance schedule for integral colored concrete. Admixture for all integral colored concrete paving in medians and other integral colored concrete shall be the following: Color: Schooner Beige or approved equal Curing: Scofield Colorcure Concrete Sealer (or approved equal). See Section 201 of these Supplemental Provisions for Concrete Curing Materials. Manufacturer: Scofield Chromix Admixtures for color-conditioned concrete, or approved equal. L.M. Scofield Company 6533 Bandini Boulevard Los Angeles, CA 90040 1-800-800-9900 Admixture products and procedures for installation shall be in strict accordance with the manufacturer’s specifications and recommendations, and those published by the American Concrete Institute (ACI) and the Portland Cement Association (PCA). Add the following: 201-1.6 Miscellaneous Concrete Finishing Products. 201-1.6.1 Water Base Penetrating Sealer for Integral Colored Concrete. (Scofield Colorcure Concrete Sealer or approved equal) Water base penetrating sealer shall be a sealer designed for the protection of imprinted and natural concrete. Water base penetrating sealer shall be a sealer designed for the protection of imprinted, colored and natural concrete, and other masonry surfaces to preserve the natural appearance of the Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 158 masonry without darkening or adding gloss to the surface. It shall preserve the natural slip resistance of the concrete, etc. Sealer shall repel spills and soils, minimizing staining and maintenance. Seal shall leave no visible material on the surface and shall be absorbed and locked into the pores of the masonry, repelling liquids and soils but leaving the top surface natural in appearance. Install per manufacturer’s directions. Seal shall be compatible with the surfaces and materials which it is applied. Concrete sealer shall conform to the following specifications: Color: Clear, non-yellowing Odor: Mild Flash Point: None (C.O.C. method) Specific Grav.: 1.03 Density: 8.6 pounds per gallon Drying Time: 30 minutes to 60 minutes Cure Time: 24 to 48 hours VOC Content: None (0 g/l) excluding water Polymer Type: Proprietary Reactive Resin System Coverages (approximate): Smooth Concrete: 300 to 400 square feet per gallon Rough Concrete: 200 to 300 square feet per gallon Note: Coverages vary depending on porosity and condition of surface and method of application. Method of Application: Airless sprayer. Manufacturer: Scofield Chromix Admixtures for color-conditioned concrete, or approved equal. L.M. Scofield Company 6533 Bandini Boulevard Los Angeles, CA 90040 1-800-800-9900 All materials shall be furnished, prepared, applied, cured, and stored according to the product manufacturer’s direction. 201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS. 201-3.4 Type “A” Sealant (Two-Part Polyurethane Sealant). ADD the following: All finished concrete surfaces shall have a ½” continuous expansion joint at locations indicated on the plans and notes and shall be located either parallel to perpendicular to the curb line. When not otherwise indicated, all expansion joints located adjacent to colored concrete shall be sealant Type “A” and colored to match the color of the concrete surface. Contractor shall provide joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. Contractor shall submit product data from the manufacturer of each joint sealant product required, including instructions for joint preparation and joint sealer application. Contractor shall also submit samples for initial selection purposes in form of manufacturer’s standard bead samples, consisting of strips of actual products showing full range of colors available, for each product exposed to Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 159 view. Samples shall be submitted to Engineer. Submit complete schedule of type (and location where type is to be used) of each sealant. Contractor shall engage an experienced installer who has completed joint sealant applications similar in material, design and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. Provide color selections made by Engineer from manufacturer’s full range of standard colors for products of type indicated. Sealant color parallel to curbline shall match color of Paving Treatment Type “A” as specified in Section 201-1.2.4(a) of these Special Provisions. Joint sealants shall be multi-component polyurethane sealant. Except as otherwise indicated, provide manufacturer’s standard, non-modified, 2-or-more-part, polyurethane-based, elastomeric sealant; complying with either ASTM-C-920-87, Type M, Grade P, Class 25, or FS TT-S 0227E Class A, non-sag, Type II. Acceptable Products: “Sonneborn NPII”; Sonneborn Building Products Division; “Scofield Lithoseal Trafficalk 3-G”, L.M. Scofield Company; or equivalent, as approved by the Engineer. Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Plastic foam joint fillers shall be preformed, compressible, resilient, nonstaining, nonwaxing, nonextruding strips of flexible plastic foam either open-cell polyurethane foam or closed-cell polyethylene foam, subject to approval of sealant manufacturer, for cold-applied sealants only. Polystyrene foam is not acceptable. 201-3.7 Type “D” Joint Sealant (Hot-Poured Rubber-Asphalt Joint Sealant). Add the following: Hot-melt rubberized asphalt shall be in solid form at room temperature and fluid at an application temperature of 190°C (375°F) to 205°C (400°F). Fumes from the material shall be non-toxic. Sealant shall be suitable for use in both asphalt concrete and portland cement concrete. Performance characteristics of the cured hot-melt rubberized asphalt shall be as per Table 201-3.7(A). TABLE 201-3.7(A) Property Measuring Standard (ASTM Designation) Results Conditions Cone Penetration ASTM D 3407, Sec. 5 3.5 mm, max. 25°C, 150 g, 5 s Flow, 60°C ASTM D 3407, Sec. 6 5 mm, max. Resilience ASTM D 3407, Sec. 8 25%, min. 25°C Softening Point, ASTM D 36 82 °C, min. Ductility, ASTM D 113 300 mm, min. 25°C, 50 mm/min Flash Point, COC, °C ASTM D 92 288 °C, min. Viscosity, Brookfield Thermosel, ASTM D 4402 2.5-3.5 Pa·s No. 27 Spindle, 20 rpm, 190°C, Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 160 ADD the following: 201-13 TRENCH DRAIN GRATE AND FRAME 201-13.1 GENERAL The U-Channel and Trench Drains shall be in conformance with the requirements set forth in Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways”, of the Standard Specifications, the Plans, and these Special Provisions. P.C.C. for the U-Channel with integral trench drain shall attain a minimum compressive strength of 4,500 psi at 28 days. 201-13.2 TRENCH DRAIN SYSTEM INSTALLATION AND CONNECTION The trench drain system shall be installed in accordance with, and strict adherence to, the manufacturer’s installation instructions and recommendations. SECTION 203 – BITUMINOUS MATERIALS 203-1 PAVING ASPHALT. 203-1.3 Test Reports and Certification. Delete in its entirety and replace with the following: 1. Paving asphalt shall be supplied by Caltrans or other State Department of Transportation approved vendors unless otherwise specified in the Special Provisions. At delivery time, the supplying vendor shall deliver to the purchaser a certified copy of the test report. This report shall indicate the vendor's name, grade of paving asphalt delivered, date/ time and point of delivery, quantity delivered, ticket number, purchase order number, and results of specified tests. The certified test report and the testing required in connection with the report shall be submitted in accordance with 3-8.4. 2. Final acceptance of the material will be dependent upon the determination by the Engineer that the material involved conforms to the Specifications. 203-5 SLURRY SEAL. 203-5.2 Mix Design. Delete the last paragraph and replace with the following: 1. When a mix design is more than 30 Calendar Days old, it shall be supplemented with a Certificate of Compliance that states the combined aggregate gradation is within ± 3 percent of the referenced mix design based on a 30-day moving average or the average of a minimum of 10 of the most current laboratory results, whichever is greater. A mix design shall be reformulated if it is more than 6 months old or whenever the combined aggregate gradation changes from that in the previously submitted mix design by ± 3 percentage points on any sieve size shown in Table 203-5.3.2. If the source of any aggregate or emulsified asphalt is changed, or the mix design or supporting laboratory reports are over 6 months old, a new mix design shall be submitted. 203-6 ASPHALT CONCRETE. 203-6.1 General. Delete in its entirety and replace with the following: Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 161 DELETE in its entirety and REPLACE with the following: 1. Asphalt Concrete (AC) for patches shall be Type III-C2-PG 64-10-R0. No recycled asphalt pavement (RAP) shall be used in the AC mix used for patching. 2. Asphalt Concrete for full width overlay shall be Type III-C2-PG 64-10. Asphalt Concrete in base course, if necessary or required by the City Inspector, shall be Type III-B2-PG 64- 10. 3. Unless otherwise specified in the Special Provisions or shown on the Plans, asphalt concrete mixtures shall conform to 203-6.4.Unless otherwise specified in the Special Provisions or shown on the Plans, asphalt concrete mixtures shall conform to 203-6.4. 203-6.2.5.4 Testing. Delete the fourth sentence and replace with the following: 1. When using greater than 20 percent RAP, the following additional tests shall be performed: 203-6.3 Job Mix Formula (JMF) and Mix Designs. 203-6.3.1 General. Delete in its entirety and replace with the following: 1. The Contractor shall submit in accordance with 3-8.4 a JMF that summarizes each asphalt concrete mix design for each class and grade of asphalt concrete required to construct the Work. Supporting information for the WMA technology and/or recycling agent, if included in a mixture, shall also be submitted. 2. The JMF shall identify the source and the individual grading of each material used to produce the mix design (including the percentage and individual gradation of any manufactured or natural sands), the combined gradation, the OBC, void content, RAP percentage, RAP gradation, RAP binder content, stability value, plant identification, mix number, WMA technology, and the source and performance grade of the paving asphalt. The mix design test data represented by the JMF shall be submitted to the Engineer with the JMF. 3. When greater than 20 percent RAP is to be included in a mixture, a mix design shall be submitted. The submittal shall include supporting information showing the viscosity of the individual binders (both the virgin paving asphalt grade and that of the binder recovered from the RAP); and the amount of recycling agent, if any, and the blended final viscosity in accordance with AASHTO M323. 4. For all mixtures, the asphalt binder content shall be defined as the total bituminous material present in the mix consisting of the blend of virgin paving asphalt, residual paving asphalt from RAP, and recycling agent. 5. When a mix design is more than 30 Calendar Days old, the JMF must indicate that the combined gradation is ± 3 percent from the referenced mix design based on a 30-day moving average or a minimum of the 10 most current results. If the combined aggregate gradation is not within ± 3 percentage points of the gradation shown on the referenced mix design on any sieve, if the source of any aggregate is changed, the performance grade or source of paving asphalt is changed, the grade or source of any other component of asphalt concrete is changed, or the mix design is over 1 year old, a new mix design shall be prepared and a new JMF shall be submitted to the Engineer for approval. 6. Asphalt concrete shall be class C2-PG 64-28PM and PG 76-22PM. No more than 15% RAP shall be allowed in any AC mix. 203-6.3.2 Hveem Mix Design Method. Delete the fourth paragraph and replace with the following: 1. Unless viscosity and blending charts developed in accordance with AASHTO M323 show otherwise, mix designs for mixtures containing more than 20 percent RAP shall drop the high temperature requirement of the virgin paving asphalt by one performance grade and drop the Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 162 low temperature requirement by a minimum of one performance grade, e.g., a specified "PG 64-1O" shall become a "PG 58-22 or "PG 58-16." 203-6.4 Asphalt Concrete Mixtures. Add the following: Conventional Asphalt concrete shall be class C2-PG64-10 or Type III C2-PG64-10 for surface course, and B2-PG64-10 or Type III B2-PG64-10 for base course. Asphalt concrete shall be class D2-PG70-10 for dikes and class E-PG70-10 ditches. 203-6.4.4 Composition and Grading. Add the following: 1. Evaluation of asphalt concrete shall be determined from samples of final asphalt concrete material. In addition to evaluation of the final asphalt material, samples of aggregate, RAP, and asphalt binder will be taken for testing. In case of dispute between the Contractor and the Agency, the Engineer has the authority to request core samples for analysis from the placed asphalt concrete for any of the acceptance criteria, at the locations determined by the Engineer. All samples shall be taken in accordance with California Test 125, and the following table: Sample Location Asphalt Concrete • Trucks, or • Mat behind the paver Aggregate • Cold feed belts, or • Hot bins prior to addition of asphalt binder RAP • RAP system, or • RAP feed belts Asphalt Binder • Asphalt binder supplier, or • Storage tanks at the plant during production 2. When behind the paver or core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representative and adequate quantity of material for the required testing. 3. When using core samples, the samples must be properly prepared to safeguard against influx of outside contaminates and so that the cut surfaces do not influence the test results. 4. Material samples of the asphalt concrete shall be on a lot basis. A standard lot shall be equal to 1 day’s production or 750 tons, whichever is smaller. The samples and testing results shall be representative of their entire sample lot. 5. Table 203-6.4.4, design criteria, shall be modified per the following table, the gradation shall stay the same: Table 203-6.4.4 – Modified (Design Criteria) Sieve Size Percentage Passing Sieves A B C1 C2 D1 D2 E F Dense Coarse Dense Medium Coarse Coarse Medium Dense Medium Coarse Fine Dense Fine Extra Fine Channel Liner 1-1/2” (37.5 mm) 100 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 163 1” (25 mm) 90-100 100 ¾” (19.0 mm) 78-90 87-100 100 100 ½” (12.5 mm) 64-78 70-87 90-100 95-100 100 100 3/8” (9.5 mm) 54-68 55-76 72-88 72-88 90-100 95-100 100 100 No. 4 (4.75 mm) 34-48 35-52 40-54 46-60 40-54 58-72 65-85 95-100 No. 8 (2.36 mm) 25-35 22-40 18-34 28-42 20-32 34-48 45-65 70-84 No. 30 (600 µm) 12-22 8-24 8-20 15-27 6-18 18-32 22-38 36-50 No.50 (300 µm) 8-16 5-18 4-14 10-20 2-12 13-23 16-28 23-35 No. 200 (75 µm) 3-6 0-7 1-6 2-7 0-5 2-9 6-12 6-12 Asphalt Binder % 4.5-6.0 4.7-6.5 5.0-6.5 5.0-6.5 5.3-7.0 5.3-7.0 6.0-8.0 8.0-10.0 Hveem Stability “S Value” (min.) 37 37 35 35 32 32 Air Voids1 4% 4% 4% 4% 4% 4% 203-6.5.1 Class and Grade. Delete the list and replace with the following: a) No suffix if the mixture contains RAP in an amount up to 20 percent. b) "R0" if the mixture does not contain RAP, e.g., "III-C2-PG 64-10-R0." c) "R" and the percentage of RAP if the mixture contains greater than 20 percent, e.g. "III-C2-PG 64-I0-R25." d) "WMA" if the mixture uses a warm mix asphalt technology, e.g., "III-C2-PG 64-10-WMA." Table 203-6.5.4. Delete in its entirety and replace with the following: CLASS B2 B3 Sieve Size Individual Test Result Moving Average Individual Test Result Moving Average 1" (25.0 mm) 100 100 100 100 3/4" (19.0 mm) 87-100 90-100 90-100 95-100 3/8" (9.5 mm) 50-80 60-75 60-84 65-80 No. 4 (4.75 mm) 30-60 40-55 40-60 45-60 No. 8 (2.36 mm) 22-44 27-40 24-50 30-45 No. 30 (600 µm) 8-26 12-22 11-29 15-25 No. 200 (75 µm) 1-8 3-6 1-9 3-7 Asphalt Binder % Air Voids % 4.8-6.5 4% 4.8-6.5 4% CLASS C2 C3 Sieve Size Individual Test Result Moving Average Individual Test Result Moving Average 3/4" (19.0 mm) 100 100 100 100 1/2" (12.5 mm) 89 -100 95 -100 89 -100 95 - 100 3/8" (9.5 mm) 70-94 75-90 74 -100 80-95 No. 4 (4.75 mm) 44-72 50-67 50- 78 55-72 No. 8 (2.36 mm) 30-54 35-50 32-60 38-55 No. 30 (600 µm) 10-34 15 - 30 14 - 38 18 - 33 No. 200 (75 µm) 2-10 4-7 2-10 4-8 Asphalt Binder % Air Voids % 5.0 - 6.8 4% 5.0 - 7.0 4% CLASS D F Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 164 Sieve Sizes Combined Average Combined Average 1/2" (12.5 mm) 3/8" (9.5 mm) 100 95-100 - 100 No. 4 (4.75 mm) 65-85 95-100 No. 8 (2.36 mm) 50-70 70-80 No. 30 (600 µm) 28-40 35-50 No. 200 (75 µm) 5-14 7-16 Asphalt Binder % Air Voids 6.0-8.0 4% 8.0-10.0 203-6.8 Storage. Delete in its entirety and replace with the following: 1. Storage of asphalt concrete shall not be allowed. Asphalt concrete shall be transferred from the mixer by a method that does not cause segregation. 203-6.10 Sampling. Delete in its entirety and replace with the following: 1. Aggregate samples for batch plants shall be taken from the hot bins. Aggregate samples for dryer-drum plants shall be taken in advance of the dryer-drum using devices conforming to 203-6.7.4.2. 2. Evaluation and acceptance of asphalt concrete shall be determined from samples of final asphalt concrete material. In addition to evaluation of the final asphalt material, samples of aggregate, RAP, and asphalt binder shall be taken for testing. In case of dispute between the Contractor and the Agency, the Engineer has the authority to request core samples for analysis from the placed asphalt concrete for any of the acceptance criteria, at the locations determined by the Engineer. All samples shall be taken in accordance with California Test 125, and the following table: TABLE 203-6.10 Sampling Location Asphalt Concrete • Trucks, or • Mat behind the paver Aggregate • Cold feed belts, or • Hot bins prior to addition of asphalt binder RAP • RAP system, or • RAP feed belts Asphalt Binder • Asphalt binder supplier, or • Storage tanks at the plant during production 3. When behind the paver or core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representative and adequate quantity of material for the required testing. 4. When using core samples, the samples must be properly prepared to safeguard against influx of outside contaminates and so that the cut surfaces do not influence the test results. 5. Material samples of the asphalt concrete shall be on a lot basis. A standard lot shall be equal to 1 day’s production or 750 tons, whichever is smaller. The samples and testing results shall be representative of their entire sample lot. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 165 203-6.11 Acceptance. Delete in its entirety and replace with the following: 1. Acceptance of asphalt concrete mixtures will be based upon conformance to the gradation, asphalt binder content, air voids, and minimum stability values shown in Table 203-6.4.4. Air void values shall be between 2% and 6%. The asphalt binder content shall be within +/- 0.4 percent of the OBC shown on the respective job mix formula. 2. Acceptance of Type III asphalt concrete mixtures will be based upon conformance to the gradation, asphalt binder content, air voids, and minimum stability values shown in Tables 203-6.5.4 (A) and 203-6.5.4 (B). Air void values shall be between 2% and 6%. The asphalt binder content shall be within +/- 0.4 percent of the OBC shown on the respective job mix formula. 3. Should plant gradation test results be unavailable and allowed by the Engineer, gradation may be determined in accordance with ASTM D2172 or by AASHTO T 308 with adherence to the aggregate correction factor therein. In the case of a continued dispute, final acceptance of plant produced mixtures may be based upon binder content, stability and air void values. 4. When dissimilar surface course mix characteristics are the result of production and delivery from multiple plants, the Engineer may require production and delivery from only 1 plant during any 1 day of production, unless approved by the Engineer. SECTION 206 - MISCELLANEOUS METAL ITEMS Add the following section: 206-7 TRAFFIC SIGNS. 206-7.1 Roadside Signs. This work shall consist of furnishing and installing roadside signs in accordance with details shown on the plans, the California Sign Specifications and these special provisions. Permanent and temporary signs shall be free from blemishes that may affect the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of 25 feet. The face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive overspray, and aluminum marks. Contractor shall provide specifications of materials for proposed installation and relocation of poles. Proposed materials shall be similar to the existing pole material (metals) to minimize rusting. 206-7.1.2 Sign Identification. The following notation shall be placed on the lower right side of the back of each sign where the notation shall not be blocked by the sign post or frame: A. PROPERTY OF THE CITY OF CARLSBAD, B. Name of the sign manufacturer, C. Month and year of fabrication, D. Type of retroreflective sheeting, and E. Manufacturer’s identification and lot number of retroreflective sheeting. The above notation shall be applied directly to the aluminum sign panels in 1/4-inch upper case letters and numerals by die-stamp and applied by similar method to the fiberglass reinforced plastic signs. Painting, screening, or engraving of the notation will not be allowed. The notation shall be applied without damaging the finish of the sign. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 166 206-7.1.3 Drawings. Standard signs shall be as per the most recently approved California Sign Specifications. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the “Notice to Proceed” of this contract, whichever is most recent. 206-7.1.4 Reflective Sheeting. All advisory signs, warning signs and all regulatory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX prismatic cube lens sheeting (Diamond Grade VIP or equivalent) in accordance with ASTM Designation D4956 and conforming to the requirements of these special provisions. 206-7.1.5 Sign Panel. Sign panels shall be fabricated from sheet aluminum in accordance with ASTM Designation B209. Sheet aluminum shall be pretreated in accordance with ASTM Designation B449. The surface of sheet aluminum shall be cleaned, deoxidized, and coated with a light and tightly adherent chromate conversion coating free of powdery residue. The conversion coating shall be Class 2 with a mass between 10 milligrams per square foot. Following the cleaning and coating process, the sheet aluminum shall be protected from exposure to grease, oils, dust, and contaminants. Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. 206-7.1.6 Mounting Traffic Signs. Traffic signs shall be installed on 10-gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45 or, when the sign area exceeds the maximum area allowed for on that drawing, on multiple 10-gage or 12-gage cold-rolled steel perforated tubing posts. The number of posts shall be determined by the parameters in SDRS drawing M-45 or as approved by the Engineer. Traffic signs will be provided with back braces and mounting blocks as approved by the Engineer consisting of 10-gage or 12-gage cold-rolled steel perforated tubing when multiple posts are used. 206-7.1.6 Traffic Sign Posts. Posts shall be constructed of 10-gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45. 206-7.2 Temporary Traffic Signs. Temporary traffic signs shall consist of all signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic during the Contractor’s performance of the Work. Temporary traffic signs include both stationary and portable signs. 206-7.2.1 General. This work shall consist of furnishing and installing temporary signs in accordance with details shown on the plans, the California Sign Specifications and these special provisions. Permanent and temporary signs shall be free from blemishes that may affect the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of 25 feet. The face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive overspray, and aluminum marks. 206-7.2.2 Drawings. Standard signs shall be as per the most recently approved California Sign Specifications. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the “Notice to Proceed” of this contract, whichever is most recent. 206-7.2.3 Reflective Sheeting. All advisory signs, warning signs and all regulatory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 167 prismatic cube lens sheeting (Diamond Grade VIP or equivalent) in accordance to ASTM Designation D4956 and conforming to the requirements of these special provisions. 206-7.2.4 Sign Panel. Sign panels shall be fabricated from sheet aluminum in accordance with ASTM Designation B209. Sheet aluminum shall be pretreated in accordance to ASTM Designation B449. The surface of sheet aluminum shall be cleaned, deoxidized, and coated with a light and tightly adherent chromate conversion coating free of powdery residue. The conversion coating shall be Class 2 with a mass between 10 milligrams per square foot. Following the cleaning and coating process, the sheet aluminum shall be protected from exposure to grease, oils, dust, and contaminants. Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. 206-7.2.5 Stationary Mounted Temporary Traffic Signs. Stationary mounted temporary traffic signs shall be installed on 10-gage and 12-gage cold-rolled steel perforated tubing posts in the same manner shown on the State of California, Department of Transportation Standard Plans RS1, RS2, RS3 and RS4 for installation of roadside signs, except as follows: a) Wood posts shall not be used. b) Back braces and blocks for sign panels will not be required. c) The height to the bottom of the sign panel above the edge of traveled way shall be at least 2.1 m (7’). d) Unless otherwise shown on the plans traffic sign posts shall conform in materials and installation to SDRS drawing M-45 and shall have one post provided for each 0.48 m2 (5 ft2) of sign area, or the signs may be installed on existing lighting standards when approved by the Engineer. e) Sign panels mounted on temporary traffic sign posts shall conform to the requirements of these special provisions. 206-7.2.6 Temporary Traffic Sign Posts. Posts shall be 10-gage or 12-gage cold-rolled steel perforated tubing used for the support and stabilization of stationary mounted temporary signs. Post size and number of posts shall be as shown on the plans, except that when stationary mounted signs are installed and the type of sign installation is not shown on the plans, post size and the number of posts will be determined by the Engineer. Sign panels for stationary mounted signs shall consist of reflective sheeting applied to a sign substrate. 206-7.2.7 Portable Temporary Traffic Signs. Each portable temporary traffic sign shall consist of a base, standard or framework and a sign panel. The units shall be capable of being delivered to the site of use and placed in immediate operation. Sign panels for portable signs shall conform to the requirements of these special provisions, or shall be cotton drill fabric, flexible industrial nylon fabric, or other approved fabric. Fabric signs shall not be used during the hours of darkness. Size, color, and legend requirements for portable signs shall be as described for stationary mounted sign panels in section 206-7.2 of these special provisions. The height to the bottom of the sign panel above the edge of traveled way shall be at least 0.3-m (12”). All parts of the sign standard or framework shall be finished with 2 applications of orange enamel which will match the color of the sign panel background. Testing of paint will not be required. Add the following section: 206-7.3 Portable Changeable Message Sign (PCMS). Add the following section: 206-7.3.1 General. Each portable changeable message sign (PCMS) unit shall consist of a controller unit, a power supply, and a structural support system all mounted on a trailer. The Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 168 PCMS unit shall be assembled to form a complete self-contained portable changeable message sign, which can be delivered to the site of the work and placed in immediate operation. The complete PCMS unit shall be capable of operating in an ambient air temperature range of -20ºC (-4ºF) to +70ºC (158ºF) and shall not be affected by unauthorized mobile radio transmissions. The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be with the bottom of the sign at least 2.1 m (7') above the ground and the top no more than 4.4 m (14.5') above the ground. After initial placement, PCMS shall be moved from location to location as directed by the Engineer. As part of the bid item “Traffic Control,” at least one PCMS will be required in each direction of travel affected by the work on Carlsbad Boulevard. The traffic control plans shall clearly show the PCMS’ locations. The PCMS shall warn motorists of the work one (1) week prior to start of the work and for the entire duration of the work. Add the following section: 206-7.3.2 Message Board. The message displayed on the PCMS shall be visible from a distance of 460 m (1500') and shall be legible from a distance of 230 m (750'), at noon on a cloudless day, by persons with vision corrected to 20/20. The sign panel shall be 3-line matrix and shall display not less than 7 characters per line. Sign messages to be displayed shall be as approved by the Engineer. The sign face shall be flat black and shall be protected from glare of the sun by a method which does not interfere with the clarity of the sign message. The sign shall be raised and lowered by means of a power driven lifting mechanism. The matrix sign shall be capable of complete alphanumeric selection. Lamp matrix type signs shall be equipped with an automatic dimming operational mode that automatically compensates for the influence of a temporary light source or other abnormal lighting conditions. The sign shall have manual dimming operation modes of 3 or more different lamp intensities. Matrix signs not utilizing lamps shall be either internally or externally illuminated at night. The controller shall be an all solid-state unit containing all the necessary circuitry for the storage of at least 5 pre-programmed messages. The controller shall be installed in a location allowing the operator to perform all functions from one position. A keyboard entry system shall be provided to allow an operator to generate an infinite number of additional messages over the pre-programmed stored messages. The keyboard shall be equipped with a security lockout feature to prevent unauthorized use of the controller. The controller shall contain a nonvolatile memory to hold the keyboard created messages in memory during periods when the power is not activated. The controller shall provide for a variable message display rate which allows the operator to match the information display to the speed of the approaching traffic. The flashing off time shall be operator adjustable within the control cabinet. Add the following section: 206-7.3.3 Operation and Maintenance. PCMS shall be furnished, placed, operated, and maintained at locations shown on the plans, specified herein, or designated by the Engineer. The PCMS will be diligently maintained and repaired by the Contractor throughout the project in accordance with the manufacturer's recommendations. When ownership is transferred to the City (at the end of the job), it must be demonstrated to be in good working condition, and meet the provisions of these specifications, including current registration. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 169 Add the following section: 206-7.3.4 Measurement and Payment. The cost for PCMS shall be included in the bid item Traffic Control and include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, placing, operating, maintaining, repairing, replacing, transporting from location to location, and delivery of the signs to the City at the completion of the construction, in good working order, and as directed by the Engineer, and no other compensation will be made. Add the following section: 206-8 LIGHT GAGE STEEL TUBING AND CONNECTORS. Add the following section: 206-8.1 General. This Section pertains to 10-gage and 12-gage cold-rolled steel perforated tubing used for the support and stabilization of signs. All shapes shall have a galvanized finish and shall be cold-roll-formed steel conforming to ASTM Designation A-446, Grade A. Galvanizing shall conform to ASTM A-525, Designation G-90. Galvanizing shall be performed after all forming and punching operations have been completed. Cold-rolled steel perforated tubing shall be perforated on all four faces with 11mm (7/16”) holes on 25 mm (1”) centers. Add the following section: 206-8.2 Tolerances. Wall thickness tolerance shall not exceed +0.28 mm, -0.13 mm (+0.011”, -0.005”). Convexity and concavity measured in the center of the flat side shall not exceed a tolerance of +0.25 mm (+0.010”) applied to the specific size determined at the corner. Straightness tolerance variation shall not exceed 1.6 mm in 1 m (1/16” in 3’). Tolerance for corner radius is 4.0mm (5/32”), plus or minus 0.40 mm (1/64“). Weld flash on corner-welded square tubing shall permit 3.60 mm (9/64”) radius gage to be placed in the corner. Using 10-gage or 12-gage square tube, consecutive size tubes shall telescope freely for 3.1m (10’). Tolerance on hole size is plus or minus 0.40 mm (1/64“) on a size. Tolerance on hole spacing is plus or minus 3.2 mm in 6.1 m (1/8” in 20’). In addition, for the following specific sizes of light gage steel tubing, dimensional tolerances shall not exceed those listed in tables 206-8.2 (A) and 206-8.2(B). TABLE 206-8.2(A) LIGHT GAGE STEEL TUBING SIZE TOLERANCE Nominal Outside mm Dimensions (inches) Outside Tolerance for mm All Sides at Corners (inches) 25 x 25 (1 x 1) 0.13 0.005 32 x 32 (11/4 x 11/4) 0.15 0.006 38 x 38 (11/2 x 11/2) 0.15 0.006 44 x 44 (13/4 x 13/4) 0.20 0.008 51 x 51 (2 x 2) 0.20 0.008 56 x 56 (23/16 x 23/16) 0.25 0.010 57 x 57 (21/4 x 21/4) 0.25 0.010 64 x 64 (21/2 x 21/2) 0.25 0.010 51 x 76 (2 x 3) 0.25 0.010 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 170 TABLE 206-8.2(B) LIGHT GAGE STEEL TUBING SQUARENESS OF SIDES AND TWIST Nominal Outside mm Dimension (Inches) Squar mm eness(1) (Inches) Twist Permissible mm(2) in 900 mm (3”) (Inches)(2) 25 x 25 (1 x 1) 0.15 0.006 1.3 0.050 32 x 32 (1-1/4 x 1-1/4) 0.18 0.007 1.3 0.050 38 x 38 (1-1/2 x 1-1/2) 0.20 0.009 1.3 0.050 44 x 44 (1-3/4 x 1-3/4) 0.25 0.010 1.6 0.062 51 x 51 (2 x 2) 0.30 0.012 1.6 0.062 56 x 56 (2-3/16 x 2-3/16) 0.36 0.014 1.6 0.062 57 x 57 (2-1/4 x 2-1/4) 0.36 1.014 1.6 0.062 64 x 64 (2-1/2 x 2-1/2) 0.38 0.015 1.9 0.075 51 x 76 (2 x 3) 0.46 0.018 1.9 0.075 (1) Tubing may have its sides failing to be 90 degrees to each other by the tolerance listed. (2) Twist is measured by holding down the edge of one end of a square tube on a surface plate with the bottom side of the tube parallel to the surface plate and noting the height that either corner on the opposite end of the bottom side is above the surface plate. Add the following section: 206-8.3 Fasteners. Fasteners used to assemble cold-rolled steel perforated tubing shall be steel “pull-through” electrogalvanized rivets with 9.5 mm (3/8”) diameter shank, 22 mm (7/8”) diameter head, and a grip range of from 5 mm (0.200”) to 0.90 mm (0.356”). The fasteners shall conform to ASTM B-633, Type III. Add the following section: 206-9 PORTABLE CHANGEABLE MESSAGE SIGN. 206-9.1 General. 1. Each portable changeable message sign (PCMS) unit shall consist of a controller unit, a power supply, and a structural support system all mounted on a trailer. The PCMS unit shall be assembled to form a complete self-contained portable changeable message sign, which can be delivered to the site of the Work and placed in immediate operation. The complete PCMS unit shall be capable of operating in an ambient air temperature range of -20ºC (-4ºF) to +70ºC (158ºF) and shall not be affected by unauthorized mobile radio transmissions. 2. The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be with the bottom of the sign at least 2.1 m (7') above the ground and the top no more than 4.4 m (14.5') above the ground. After initial placement, PCMS shall be moved from location to location as directed by the Engineer. 206-9.2 Message Board. 1. The message displayed on the PCMS shall be visible from a distance of 460 m (1500') and shall be legible from a distance of 230 m (750'), at noon on a cloudless day, by persons with vision corrected to 20/20. The sign panel shall be 3-line matrix and shall display not less than 7 characters per line. Sign messages to be displayed shall be as approved by the Engineer. The sign face shall be flat black and shall be protected from glare of the sun by a method which does not interfere with the clarity of the sign message. The sign shall be raised and lowered by means of a power driven lifting mechanism. The matrix sign shall be capable of complete alphanumeric selection. 2. Lamp matrix type signs shall be equipped with an automatic dimming operational mode that automatically compensates for the influence of a temporary light source or other abnormal Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 171 lighting conditions. The sign shall have manual dimming operation modes of 3 or more different lamp intensities. 3. Matrix signs not utilizing lamps shall be either internally or externally illuminated at night. 4. The controller shall be an all solid-state unit containing all the necessary circuitry for the storage of at least 5 pre-programmed messages. The controller shall be installed in a location allowing the operator to perform all functions from 1 position. A keyboard entry system shall be provided to allow an operator to generate an infinite number of additional messages over the pre-programmed stored messages. The keyboard shall be equipped with a security lockout feature to prevent unauthorized use of the controller. The controller shall contain a nonvolatile memory to hold the keyboard created messages in memory during periods when the power is not activated. The controller shall provide for a variable message display rate which allows the operator to match the information display to the speed of the approaching traffic. The flashing off time shall be operator adjustable within the control cabinet. 206-9.3 Operation and Maintenance. 1. PCMS shall be furnished, placed, operated, and maintained at locations shown on the Plans, specified in this section, or designated by the Engineer. The PCMS will be diligently maintained and repaired by the Contractor throughout the Project in accordance with the manufacturer's recommendations. When ownership is transferred to the Agency (at the end of the job), it must be demonstrated to be in good working condition, and meet the provisions of these Specifications, including current registration. 206-9.4 Measurement and Payment. 1. The Contract unit price PCMS shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the Work involved in furnishing, placing, operating, maintaining, repairing, replacing, transporting from location to location, and delivery of the signs to the Agency at the completion of the construction, in good working order, and as directed by the Engineer, and no other compensation will be made. Add the following section: 206-9.5 Relocation. All metal to metal connections shall be same material to reduce corrosion. Add the following section: 206-10 GRATES Grates/slotted cover and frame shall be model ZHURN Z723-HDG frame and grate with class C galvanized heel-proof longitudinal ductile iron grate and vandal proof lockdown or approved equal. The grate shall be bolted to the frame per manufacturer’s recommendations. The trench grate frame shall be mild steel and shall conform to ASTM A36. SECTION 207 – GRAVITY PIPE 207-2 REINFORCED CONCRETE PIPE (RCP). 207-2.5 Joints. Add the following: 1. When watertight joints are indicated on the Plans, they shall be of the rubber-gasketed type meeting the following requirements: a) Pipe designated in the Plans as “pressure pipe” with a design hydraulic grade line at or above the soffit, or where any portion of the pipe may be intermittently subjected to ground water shall have bell and groove spigot joints with O-rings conforming with ASTM C361. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 172 The joint shall be designed for an internal hydrostatic head of 30 feet and a test duration of 20 minutes. b) Pipe joints for other gravity installations shall be bell and groove spigot joint with O-rings conforming with ASTM C443. 207-2.9 Basis for Acceptance. 207-2.9.1 General. Delete in its entirety and replace with the following: 1. The basis for acceptance shall be the D-load bearing strength test, compliance with these Specifications, inspection of the pipe manufacture and inspection of the completed pipe. SECTION 211 – MATERIAL TESTS 211-3 INFILTRATION CAPACITY TEST. 211-3.4 Infiltration Capacity. Delete in its entirety and replace with the following: 1. Infiltration Capacity shall be calculated as follows: a) The formula for U.S. Standard Measures shall be: IC=(V)(3,326,400)/( p)(d1)(d2)(t) inches per hour. b) The formula for SI Units shall be: IC=(V)(14.4Xl 06)/( p)( d1 1)(d2)( t) cm per hour. Where: IC is Infiltration Capacity V is the volume of water in gallons or liters d1 and d2 are the dimensions that were determined in part 211-3.3 p is approximately 3.14159 211-6 RAP CORRECTION FACTOR. 211-6.1 General. Delete in its entirety and replace with the following: 1. A RAP correction factor must be determined for asphalt concrete mixtures containing greater than 20 percent RAP. The RAP correction factor shall be determined in accordance with Caltrans Lab Procedure LP-9 dated May 22, 2006. This factor shall be used in determining the combined gradation of the virgin aggregates and RAP. SECTION 213 - ENGINEERING GEOSYNTHETICS 213-5 GEOTEXTILES AND GEOGRIDS. Add the following: Geotextile types shall be used for the applications listed in Table 213-5.2(F) Table 213-5.2(F) GEOTEXTILE APPLICATIONS Application of Geotextile Type Designation Separation of Soil and Street Structural Section 90WS Separation of Soil and Subsurface Aggregate Drain 180N Reinforcement of Street Structural Section 200WS Remediation and Separation of Soil 270WS Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 173 Application of Geotextile Type Designation Reinforcement of Soil 270WS Drainage at the Interface of Soil Structures N/A Drainage at the Interface of Soil and Structures N/A Rock Slope Protection Fabric for Rock Sizes Below 225 kg (¼ Ton) 180N Rock Slope Protection Fabric for Rock Sizes Including and Above 225 kg (¼ Ton) 250N Plant Protection Covering 90N Erosion Control Fence with 14 AWG - 150 mm x 150 mm (6”x6”) Wire and 3 m (10’) Post Spacing 90WS Erosion Control Fence with 1.8 m (6’) Post Spacing and No Wire Fencing 200WS Add the following section: 213-6 EROSION CONTROL SPECIALTIES. 213-6.1 Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled with no less than 23kg (50 lbs) of 19 mm (3/4“) crushed rock and securely tied closed. Plastic bags are not acceptable. 213-6.2 IMPERMEABLE LINER. Impermeable liner shall be a 30-mil, single-ply, construction Polyvinyl Chloride (PVC) geomembrane material made with virgin resins and meeting the requirements of ASTM D7176. Attachment hardware shall consist of an aluminum bar with stainless steel anchor bolts and washers per the dimensions shown on the Plans. SECTION 214 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS Add the following section: 214-4 PAINT FOR STRIPING AND MARKINGS Green traffic paint shall be Roadmax RMP 100 Series Green Paint or approved equal. Paint to meet federal spec TT-P-1952F Type II. Green paint color code and swatch shall be submitted for city approval prior to installation. 214-6 PAVEMENT MARKERS 214-6.1 Types of Markers. Add the following section: h) Temporary Reflective Pavement Markers. Temporary pavement markers shown on the plans and required in the specifications shall be one of the types shown in Table 214-5.1(A), or equal thereto. TABLE 214-6.1.1 TEMPORARY REFLECTIVE PAVEMENT MARKERS Type Manufacturer of Distributor TOM- Temporary Overlay Markers Davidson Traffic Control Products, 3110 70th Avenue East, Tacoma, WA 98424, (877) 335-4638 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 174 Add the following section: 214-8 PERMANENT REFLECTIVE CHANNELIZER. Reflective Channelizer shall be new surface-mounted type and shall be furnished, placed, and maintained at the locations shown on the plans. Reflective channelizer posts shall be orange in color. Reflective channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm in size. The reflective sheeting shall be visible at 300 m at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20. Reflective channelizer shall be one of the types shown in Table 214-5.2(A), or equal thereto. TABLE 214-8.1.1 REFLECTIVE CHANNELIZER Type Manufacturer of Distributor Safe-Hit SH336SMA Safe-Hit, A Division of Energy Absorption Systems, Inc. 35 East Wacker Drive, Suite 1100 Chicago, IL 60602 (800) 537-8958 Carsonite "Super Duck" SDR3036 Carsonite Composites, LLC 605 Bob Gifford Boulevard Early Branch, SC 29916 (800) 648-7916 Repo "The Replaceable Post" Western Highway Products 10680 Fern Avenue Stanton, CA 90680 (800) 854-3360 The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of Section 2-5.3.3 “Submittals”. Said certificate shall certify that the permanent reflective channelizers comply with the plans and specifications and conform to the prequalified design and material requirements approved by the engineer and were manufactured in accordance with the approved quality control program. SECTION 216 – PRECAST REINFORCED CONCRETE BOX 216-4 TESTING REQUIREMENTS. 216-4.2.2 Acceptance. Delete the first paragraph and replace with the following: 1. When the average compressive strength of all cylinders tested is equal to or greater than the specified compressive strength of the PCC, and not more than 10 percent of the cylinders tested have an average compressive strength less than 90 percent of the specified compressive strength, and no cylinder tested has a compressive strength less than 85 percent of the specified compressive strength, the lot will be accepted. SECTION 217 – BEDDING AND BACKFILL MATERIALS 217-1 BEDDING MATERIAL. 217-1.1 General. Add the following: Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 175 1. Bedding for pressure pipe of any material shall conform with the City of Carlsbad Engineering Standards, Volumes 2 and 3. 217-1.2 Bedding Material for Plastic Pipe. Delete the second paragraph and replace with the following: 1. For HDPE, PVC solid wall, and PE solid wall pipe in gravity applications, the bedding material shall be crushed rock conforming to the requirements shown in Table 217-1.2 unless otherwise specified or shown on the Plans. 217-2 TRENCH BACKFILL. 217-2.1 General. Delete TABLE 217-2.1 and replace with the following: TABLE 217-2.1 Zone Zone Limits Max. Rock Size (greatest dimension) Sand Equivalent (Excluding Rock) Backfill Zone From subgrade to 12” (300 mm) above top of pipe or conduit 4” (150 mm) Not less than 20 unless otherwise shown on the Plans or specified in the Special Provisions. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 176 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 3, CONSTRUCTION METHODS SECTION 300 – EARTHWORK 300-1 CLEARING AND GRUBBING. 300-1.1 General. Add the following to the third paragraph: During surface clearing operations, the Contractor shall not cover or bury any plant growth or other objectionable materials. If the Contractor cannot successfully separate the plant growth from the surface soil and advertently or inadvertently mixes organic or other objectionable materials with the soil, the soil so contaminated shall be removed from the site by the Contractor. All costs, if any, associated with removing the soil mixed with organic or other objectionable materials and importing soil to replace said contaminated soil shall be borne by the Contractor and no additional payment shall be made to the Contractor therefor. Add the following: Also included in clearing and grubbing shall be removal and disposal of existing street poles and lights, metal guard rail, fences, asphalt concrete and aggregate base, cold mill, concrete curb and gutter, concrete sidewalk, existing gate, existing headwalls, rip-rap, traffic signs, and other existing features which interfere with the work. Whether or not such items are shown on the plans they shall be removed as a part of clearing and grubbing. Existing underground pipes and conduits that are shown on the plans and designated to be removed shall be removed by the Contractor as a part of clearing and grubbing. Prior to any demolition and removal, Contractor shall sawcut existing improvements to neat, clean lines as shown on the Demolition Plans. Contractor shall perform, at a minimum, those sawcuts identified as “Sawcut” on the Demolition Plans and as directed by the Engineer. All sawcuts by the Contractor shall be considered included in the lump sum price paid for “Clearing and Grubbing” and the various bid items and no additional compensation shall be allowed therefor. The Contractor shall prevent sawcut slurry discharges to gutters, storm drains, and watercourses. The Contractor shall shovel, absorb or vacuum the slurry residue from the pavement or gutters and remove from the site at the end of the day or job (whichever is sooner). Delete the following subsection: 300-1.2 Root Pruning and Tree Trimming. 300-1.3 Measurement. Delete in its entirety and replace with the following: 1. Clearing and grubbing, if measured for payment, will be measured by the acre or lump sum. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 177 300-1.4 Payment. Modify as follows: Payment for clearing and grubbing shall be made at the contract lump sum price for clearing and grubbing within the project limits and at stockpile locations and no other payments will be made. Unless otherwise noted on plans, the Contractor shall remove all existing abandoned pipelines and conduits of any type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of the work and shall replace said pipelines and conduits with properly compacted soils. Payment for removal and disposal of abandoned utilities shall be included in the lump-sum bid for Clearing and Grubbing, and no additional payment will be made. 300-2 UNCLASSIFIED EXCAVATION. 300-2.1 General. Add the following: Unclassified excavation shall include removal and stockpile of suitable material, recompaction, mixing, grading for mitigation work, trenching and backfilling of storm drains, sewers, other utilities, disposal of unsuitable materials not included in the bid item for clearing and grubbing, all cut and fill including removal and recompaction of unsuitable soil, salvaging clean excavated material and filling areas to the required grades and cross section. Unclassified excavation shall be utilized onsite to make all fills shown on the plans. Unclassified excavation shall also include scarification and moisture adjustment and compaction of the top 300 mm (1’) of the subgrade in the roadway prism in cut areas to 95 percent relative compaction, wetland mitigation grading and attendant work, export of remaining excess material to a disposal site or spoil area acquired by the Contractor and pumping and disposal of storm and ground water. 300-2.2.1 General. Add the following: Alluvial and colluvial removal and recompaction shall consist of excavating, blending and recompacting loose soils in areas that are designated to receive fills. The existing loose soils shall be removed by the Contractor until a firm unyielding surface is exposed or to a depth determined by the Engineer. If the excavated material contains 4%, or more, water than the optimum moisture content the Contractor shall blend the wet soil with soils having a lower moisture content and/or spread the excavated material in a manner that enables the material to dry to optimum moisture content. The cost of spreading and/or drying shall be included in the contract unit price for removal and recompaction. The excavated material shall be placed and compacted in accordance with section 300-4 of the specifications except that section 300-4.9, Measurement and Payment, shall not apply. Add the following section: 300-2.2.3 Compressible Soil. Compressible soils such as existing uncontrolled or unacceptable fill, alluvium, and colluvium may exist within portions of the Project site. Where required by the Engineer, the Contractor shall remove such compressible soils from areas to receive fill or from areas upon which surface improvements are to be placed. The removal and disposal of such compressible soils shall be paid for at the Contract Unit Price for unclassified excavation unless it is considered otherwise unsuitable by the Engineer in which case it may be paid for in accordance with section 300-2.2.1. 300-2.2.4 Instability of Cuts. The Contractor shall remove additional material as directed by the Engineer to improve the stability of excavated cuts. The removal of such excavated material shall be paid for at the Contract Unit Price for unclassified excavation unless it is considered otherwise Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 178 unsuitable by the Engineer, in which case it will be paid for in accordance with Subsection 300-2.2.1. 300-2.5 Slopes. Add the following: The hinge points (the top and bottom) of slopes shall be located within 75 mm (0.25’) of the locations shown on the plans. Add the following after the first sentence of the first paragraph: A slope shall be defined as any area steeper than three horizontal to one vertical. 300-2.6 Surplus Material. Add the following: The Contractor shall haul and dispose of all surplus material from the project. The Contractor shall utilize highway legal haul trucks for this export of material from the project site and to a site secured by the Contractor. No earth moving equipment or special construction equipment, as defined in section 565 of the California Vehicle Code, will be allowed for hauling material on public streets. 300-2.9 Payment. Substitute the following: Payment for all unclassified excavation will be made at the Contract Lump Sum price bid for unclassified excavation and shall include compensation for surveying, staking, preparation of earthwork quantity reports, placement, compaction, soil remediation, moisture adjustment and water therefore, rework of compressible soils, excavation, sloping, rounding tops and ends of excavation, matching existing graded slopes, grading, stockpiling, access road, temporary detour roads, earthen swales and drainage channels as shown on the drawings or required by the contract documents, exporting and disposing of surplus material and unsuitable material shown on the plans or specified herein to be removed, stockpiling, placing and compacting, mixing, grading of mitigation site, salvaging clean and suitable material and filling areas to the required grades and cross sections. Unclassified fill, and all work incidental to Section 300-4.8 and construction of transitions will be paid for as a part of unclassified excavation, and no additional payment will be made therefore. When required by the plans or specifications or where directed by the Engineer, the excavation and stockpiling of selected material will be paid for at the Contract Lump Sum price for unclassified excavation. Removing such selected material from the stockpile and placing it in its final position will also be paid for at the Contract Lump Sum Price for unclassified excavation and no additional compensation will be allowed therefor. Payment for work performed under sections 300-2.2.1, 300-2.2.2, 300-2.2.3 and 300-2.2.4, when the Engineer determines that the soils are unsuitable, shall be made for the actual labor, materials and equipment used to accomplish the work as per section 3-3 EXTRA WORK of the specifications. Add the following section: 300-2.10 Grading Tolerance. The Contractor shall finish excavated areas other than slopes and subgrade below structures, within the roadway and sidewalk areas within 30 mm (0.1’) of the grades shown on the plans. Subgrade tolerances shall conform to the requirements of section 301-1.4 SSPWC. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 179 300-3 STRUCTURE EXCAVATION AND BACKFILL. 300-3.1 General. Add the following: The Contractor shall excavate to the lines and levels required and/or shown on the Drawings. The Contractor shall provide all shoring, bracing, cribbing, pumping, and planking required. The Contractor shall excavate and maintain the bottom of all trenches in a condition that is level, firm, clean and free from all debris or foreign matter. Excavations shall be kept free from water at all times. The Contractor shall remove any unsuitable material encountered below grade as directed by the Engineer. 300-3.7 Payment. Add the following: Dewatering shall be paid for as an incidental to unclassified excavation and no additional compensation will be made therefor. 300-4 UNCLASSIFIED FILL. 300-4.2 Preparation of Placement Areas. Add the following: Except as provided in section 300-4.7, “Compaction”, areas proposed for improvements all fill (including backfill and scarified ground surfaces) shall be compacted by the Contractor to no less than 90 percent of maximum dry density as determined in accordance with ASTM Test Procedure D1557-91. 300-4.5 Placement. Add the following: The Contractor shall perform grading such that the upper 900 mm (3’) of fill placed in the roadway pavement area is composed of properly compacted low expansive soils. The more highly expansive soils shall be placed in the deeper fill areas and properly compacted or exported from the site. Low expansive soils are defined as those soils that have an Expansion Index of 50 or less when tested in accordance with 1994 UBC Standard 18-2 as published by the International Conference of Building Officials. Should insufficient soils meeting the requirement of an expansion index of 50 or less be present within the limits of work, soils of the least expansion index that are available within the limits of work shall be incorporated in the upper 900 mm (3’) of fill placed in the roadway. The Contractor shall break rock encountered in the excavation into particles of less than 75 mm (3”). Particles with dimensions greater than 75 mm (3”) shall be uniformly distributed over the area to be filled so that construction equipment can be operated in such a manner that the larger pieces will be broken into smaller particles and become incorporated with the other materials in the layer. This requirement for particle size reduction does not apply to cobbles, small boulders, and small hard rocks found within the surface soils and formational materials. Rocks having any dimension greater than 460mm (18”) shall not be incorporated into the fill. Rock exceeding 150 mm (6”) in diameter shall not be placed in the upper 900 mm (3’) of any fill. When there are large quantities of rock to be placed in the fill, rocks shall not be nested but shall be spread with sufficient room between them so that intervening voids can be adequately filled with fine material to form a dense, compact mass. Oversize material which cannot be utilized for erosion mitigation or landscaping onsite shall be broken to acceptable sizes or removed from the site by the Contractor. If disposed of within the City of Carlsbad, a separate grading permit will be required for disposal of rock. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 180 300-4.6 Application of Water. Add the following: The Contractor shall place all fill soil at a moisture content no less than one (1) percent below optimum moisture as determined by ASTM test D-1557-91. 300-4.7 Compaction. Add the following: The Contractor shall compact all fill soils placed within the top 1 m (3’) of roadway subgrade to a minimum of 95 percent relative compaction. On all areas to receive planting, the top 150 mm (6”) shall be compacted to 85%, +2% -5%, to allow for plant growth. 300-4.8 Slopes. Add the following: Feathering of fill over the tops of slopes will not be permitted. The Contractor shall compact the faces of fill slopes with a sheep’s foot roller at vertical intervals no greater than 600 mm (2’) or shall be built and cut back to finish grade. In addition, if not over built and cut back, the face of the slope shall be track walked upon completion. 300-4.9 Measurement. Delete in its entirety and replace with the following: The following: Unclassified fill, grading, shaping, compacting or consolidating, slope rounding, construction of transitions and all work included in and incidental to Section 300-4, “Unclassified Fill” will be paid for as a part of Unclassified Excavation, and no additional payment will be made therefor. 300-4.10 Payment. Delete in its entirety and replace with the following: Unclassified fill, grading, shaping, compacting or consolidating, slope rounding, construction of transitions and all work included in and incidental to Section 300-4, “Unclassified Fill” will be paid for as a part of Unclassified Excavation, and no additional payment will be made therefor. 300-5 BORROW EXCAVATION. Add the following section: 300-5.2.1 Imported Borrow Properties. The Contractor shall provide imported borrow that is clean well graded soil consisting of material conforming to all of the requirements in Table 300-5.2.1(A) and the following requirements. Rock included in the top 1 m (3’) of imported borrow shall be particles of less than 75 mm (3”). Rock included below the top 1 m (3’) of imported borrow shall be particles of less than 150 mm (6”). TABLE 300-5.2.1(A) IMPORTED BORROW PROPERTIES Tests Test Method No. Requirements R-Value Calif. 301 40 Min. Expansion Index UBC Standard 18-2 10 Max. Plasticity Index ASTM D 424 4 Max. Sieve Analysis ASTM D 422 Percent Passing 75 (No. 200) 15 Max. 300-9 GEOTEXTILES FOR EROSION CONTROL. Modify as follows: 300-9 GEOTEXTILES FOR EROSION CONTROL AND WATER POLLUTION CONTROL. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 181 Add the following section: 300-9.2 General. The Contractor shall provide erosion control and water pollution control conforming to the requirements shown on the plans, as specified herein, and as elsewhere required by the Contract Documents. Erosion control and water pollution control shall include the work specified herein, and such additional measures, as may be directed by the Engineer, to meet Best Management Practices, as defined herein, and to properly control erosion and storm water damage of the limits of work and construction impacts upon areas receiving drainage flows from within the limits of work. Add the following section: 300-9.2.1 Grading Controls. The Contractor shall protect all areas that have been graded and/or cleared and grubbed as well as areas that have not been graded and/or cleared and grubbed within the limits of work from erosion. The Contractor shall provide temporary earth berms, gravel bags, silt fences, stabilized construction entrances and similar measures, coordinated with its construction procedures, as necessary and as shown on the plans to control on site and off site erosion during the construction period. The Contractor will be required to protect areas which have been cleared and grubbed prior to excavation or embankment operations, and which are subject to runoff during the duration of the contract. The criteria used to determine the appropriate erosion control measures shall be the “Best Management Practices”, hereinafter BMP, defined and described in the “Stormwater Best Management Practices Handbook, Construction”, December 2019 edition as published by the California Stormwater Quality Association. The Contractor shall maintain a copy of the “Stormwater Best Management Practices Handbook, Construction”, December 2019 edition on the project site and shall conduct its operations in conformity to said Handbook. Temporary erosion control measures provided by the Contractor shall include, but not be limited to, the following: a) Embankment areas, while being brought up to grade and during periods of completion prior to final roadbed construction, shall be graded so as to direct runoff into impoundment areas within the limits of work where such runoff shall have pollutants removed by BMP methods. b) The Contractor shall provide protection by BMP measures to eliminate erosion and the siltation of downstream facilities and adjacent areas. These measures shall include, but shall not be limited to: temporary down drains, either in the form of pipes or paved ditches with protected outfall berms; graded berms around areas to eliminate erosion of embankment slopes by surface runoff; confined ponding areas to desilt runoff; and to desilt runoff. c) Excavation areas, while being brought to grade, shall be protected from erosion and the resulting siltation of downstream facilities and adjacent areas by the use of BMP measures. These measures shall include, but shall not be limited to, methods shown on the plans and described herein. Add the following section: 300-9.2.2 Payment. Full compensation for performing erosion control and water pollution control, conforming to the operational requirements herein, of the BMP and conforming to the requirements of the Federal Water Pollution Control Act, including the latest amendments thereto, which is not a part of the planned permanent work or included as a separate bid item shall be considered as included in the contract price bid for unclassified excavation, and no additional compensation will be allowed therefor. ADD the following section: 300-13 STORM WATER POLLUTION PREVENTION PLAN. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 182 300-13.1 Storm Water Pollution Prevention Plan. As part of the storm water pollution prevention work, the Contractor shall prepare and submit Storm Water Pollution Prevention Plan, hereafter referred to as the “SWPPP,”. The SWPPP shall conform to the requirements of the “Greenbook” Standard Specifications for Public Works Construction, the requirements in the California Storm Water Quality Association, Stormwater Best Management Practice Handbook, Construction (“Handbook”), the requirements of the Permit, the requirements in the plans and these supplemental provisions. 300-13.1.1 SWPPP Document Within 15 calendar days after the execution of the contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer, in accordance with Section 2-5.3.3 of these Special Provisions. Contractor will be provided the digital format for SWPPP to complete required sections. If revisions are required, as determined by the Engineer, the Contractor shall revise and resubmit the SWPPP within 15 days of receipt of the Engineer’s comments and shall allow 5 days for the Engineer to review the revisions. Upon the Engineer’s acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes, shall be submitted to the Engineer. In order to allow construction activities to proceed, the Engineer may conditionally approve the SWPPP while minor revisions are being completed. The objectives of the SWPPP shall be to identify pollution sources that may adversely affect the quality of storm water discharges associated with the project and to identify, construct, implement and maintain storm water pollution prevention measures, hereafter referred to as control measures, to reduce to the extent feasible pollutants in storm water discharges from the construction site both during and after construction is completed under this contract. The SWPPP shall incorporate control measures in the following categories: 1. Soil stabilization practices; 2. Sediment control practices; 3. Wind erosion control practices; and 4. Non-storm water management and waste management and disposal control practices. Specific objectives and minimum requirements for each category of control measures are contained in the Handbook. The Contractor shall designate a Water Pollution Control Manager who will have the responsibilities outlined in the SWPPP. The SWPPP shall include, but not be limited to, the following items as described in the SWPPP: 1. Source Identification; 2. Erosion and Sediment Controls; 3. Non-Storm Water Management; 4. Waste Management and Disposal; 5. Maintenance, Inspection and Repair; 6. Training; 7. List of Contractors and Subcontractors; 8. Post-Construction Storm Water Management; 9. Preparer; 10. Copy of the local permit; 11. BMP Consideration Checklist; 12. SWPPP Checklist; 13. Schedule of Values; and Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 183 14. Storm Water Pollution Prevention Drawings. The Contractor shall amend the SWPPP, graphically and in narrative form, whenever there is a change in construction activities or operations which may affect the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems, or when deemed necessary by the Engineer. The SWPPP shall also be amended if it is in violation of any condition of the Permit or has not effectively achieved the objective of reducing pollutants in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially accepted SWPPP, which are required on the project to control water pollution effectively. Amendments to the SWPPP shall be submitted for review and acceptance by the Engineer in the same manner specified for the initially accepted SWPPP. Accepted amendments shall be dated and logged in the SWPPP. Upon acceptance of the amendment, the Contractor shall implement the additional control measures or revised operations. The Contractor shall keep a copy of the accepted SWPPP and accepted amendments at the project site. The SWPPP shall be made available upon request of a representative of the Regional Water Quality Control Board, State Water Resources Control Board, U.S. Environmental Protection Agency or local storm water management agency. Requests by the public shall be directed to the Engineer. By June 15 of each year, the Contractor shall submit an annual certification to the Engineer stating compliance with the requirements governing the Permit. If the project is in non-compliance at any time, the Contractor shall make a written report to the Engineer within 15 days of identification of non-compliance. Add the following section: 300-13-1.2 Availability of SWPPP Template. For projects with a disturbance area of less than one acre, a template SWPPP document will be provided for the Contractor’s use. For projects with a disturbance area of one acre or more, a template SWPPP document may be obtained from the California Storm Water Quality Association. The Contractor shall modify the template as necessary to reflect the Contractor’s construction operations and the site-specific conditions. Add the following section: 300-13.1.3 Payment. Preparation, implementation and management of SWPPP shall be considered incidental to the items of work and no additional payment will be made therefor. Add the following section: 300-13.1.4 SWPPP Implementation. Upon acceptance of the SWPPP, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting and maintaining the control measures included in the SWPPP and any amendments thereto and for removing and disposing of temporary control measures. Unless otherwise directed by the Engineer or specified in these supplemental provisions, the Contractor’s responsibility for SWPPP implementation shall continue throughout any temporary suspension of work ordered in accordance with Section 6-3, “Suspension of Work". Requirements for installation, construction, inspection, maintenance, removal and disposal of control measures are specified in the “Handbook” and these supplemental provisions. Soil stabilization practices and sediment control measures, including minimum requirements, shall be provided throughout the winter season, defined as between October 1 and April 30. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 184 Implementation of soil stabilization practices and sediment control measures for soil-disturbed areas of the project site shall be completed, except as provided for below, no later than 20 days prior to the beginning of the winter season or upon start of applicable construction activities for projects which begin either during or within 20 days of the winter season. The Contractor shall implement, year-round and throughout the duration of the project, control measures included in the SWPPP for sediment tracking, wind erosion, non-storm water management and waste management and disposal. The Engineer may order the suspension of construction operations, at the Contractor’s cost, which create water pollution if the Contractor fails to conform to the requirements of this section as determined by the Engineer. Add the following section: 300-13.1.5 Maintenance. To ensure the proper implementation and functioning of control measures, the Contractor shall regularly inspect and maintain the construction site for the control measures identified in the SWPPP. The Contractor shall identify corrective actions and time frames to address any damaged measures or reinitiate any measures that have been discontinued. The construction site inspection checklist provided in the “Handbook” shall be used to ensure that the necessary measures are being properly implemented, and to ensure that the control measures are functioning adequately. The Contractor shall submit one copy of each site inspection record to the Engineer, within two days of the inspection. During the winter season, inspections of the construction site shall be conducted by the Contractor to identify deficient measures, as follows: 1. When the five-day rain probability forecast exceeds forty percent (40%). 2. After any precipitation which causes runoff capable of carrying sediment from the construction site; 3. At 24 hour intervals during extended precipitation events; and 4. Routinely, at a minimum of once every week. If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified control measure, the deficiency shall be corrected by the Contractor immediately, or by a later date and time if requested by the Contractor and accepted by the Engineer in writing, but not later than the onset of subsequent precipitation events. The correction of deficiencies shall be at no additional cost to the City. SECTION 301 – SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION. 301-1.2 Preparation of Subgrade. Modify the second and third paragraphs as follows: Change each instance reading “150mm (6 inches)” to “300 mm (12”)”. 301-1.3 Relative Compaction. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 185 Delete the first paragraph and replace with the following: The Contractor shall compact the upper 300 mm (12”) of subgrade beneath areas to be paved, have base or subbase material placed on them, or curb, gutter, curb and gutter, alley pavement, driveway or sidewalk constructed over them to no less than 95 percent maximum dry density as determined by ASTM test D-1557-91. 301-1.7 Payment. Modify the first paragraph as follows: Payment for subgrade preparation shall be included in the contract bid price for which the subgrade is prepared and shall include all labor, materials; including water, operations and equipment to scarify, adjust moisture, compact or recompact the subgrade, both in cut areas and in fill areas, and no further compensation will be allowed. SECTION 302 - ROADWAY SURFACING Add the following: 302-1 GENERAL. 302-1.1 Vegetation Treatment. 1. The Contractor shall treat all vegetation within the limits of the paved area to be surfaced with an herbicide that complies with the City’s Integrated Pest Management program. Herbicide shall be applied at least 2 Working Days prior to surfacing the street. Allowance for the 2-day period shall be shown in the schedule required per section 6-1. Payment for pavement surfacing shall include tree trimming and herbicide treatment of the areas to be surfaced and no extra payment will be made for tree trimming and herbicide treatment. 302-1.2 Coordination. 1. The Contractor shall schedule the Work so as to prevent damage by all traffic. The Contractor shall not schedule Work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling Republic Services at (760) 332-6464. At least 2 weeks prior to Work, Contractor shall send, by first class mail, notification letters to all property addresses within 500-feet of the Work. Obtaining the appropriate addresses shall be the Contractor’s responsibility. A sample letter may be provided by the Agency to be used as an example. The letter should provide the name of the Contractor and a 24-hour phone number for residents to call if they have any issues or questions. 2. During operations, the Contractor’s schedule for resurfacing shall be designed to provide residents and business owners sufficient paved parking within an 800-foot distance from their homes or businesses. 3. Seventy-two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impending disruption. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the Work shall be notified. 4. The Contractor shall deliver the notification which shall state the date and time the Work will begin and its anticipated duration. The notification shall list 2 telephone numbers that may be called to obtain additional information. One number shall be the Contractor’s permanent office or field office and the other number shall be a 24-hour number answered by a representative of the Contractor who is knowledgeable about the Project. At least 1 of the phone numbers shall be in the (760) area code. An answering machine shall not be connected to either Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 186 number. The notification shall also give a brief description of the Work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall submit the contents of the notification to the Engineer for approval. Notices shall not be distributed until approved by the Engineer. 5. For door hangers, the notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 3-1/2 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65 lb. card stock. The printing on the notice shall be no smaller than 12 point. The precut notices shall be as shown on the example provided in Appendix “A,” with the day of the week circled and appropriate information specific to the Work inserted at the locations indicated in the italicized font. 6. The preparation, materials, printing, delivery and distribution of the letters, door hangers and notifications shall be included in the contract price Bid for Traffic Control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices. 302-5 ASPHALT CONCRETE PAVEMENT. Add the following: 302-5.8 Manholes and Other Structures. 1. When placing the overlay, the Contractor shall pave over appurtenances in the roadway which includes sanitary and storm access covers, water valve boxes, air vents, sewer dead end boxes and survey monument boxes. Each appurtenance shall be treated or covered to prevent adhesion of the overlay. Each appurtenance shall be located immediately after the overlay is placed and shall be thoroughly cleaned of any and all construction debris which may have entered due to the Contractor’s operation. The Contractor shall adjust all CMWD water valve boxes per CMWD Standard Drawing No. W11 or CMWD Standard Drawing No. W13. All City of Carlsbad sanitary sewer access covers shall be adjusted per CMWD Drawing No. S1. All storm sewer access covers shall be adjusted per SDRSD D-10. Riser rings or extensions shall not be used for the adjustment of these appurtenances. 2. Raising and adjusting to grade all City-owned or CMWD-owned appurtenances in the roadway shall be paid for at the Contract Unit Price per each as shown in the Bid. Such price shall constitute full compensation for all labor, materials, and equipment necessary for completing the Work as described in these Specifications and Plans. Other agencies will be responsible for their own appurtenances. 302-5.9 Measurement and Payment. Add the following: Payment for asphalt concrete shall be at the unit price bid per ton and shall constitute payment for cold milling, removal of grindings, surface preparation and placement of Asphalt Concrete. No additional payment shall be made for any tack coat or sand blotter. 302-8 SEALCOAT FOR MISCELLANEOUS AREAS. 302-8.2.1 General. Delete the second paragraph and replace with the following: 1. Sealcoat material shall be diluted using clean, potable water in an amount not to exceed 20 percent of the total volume. 302-8.2.2. Spreading. Delete the first paragraph and replace with the following: 1. Sealcoat shall be applied when the atmospheric temperature is greater than 55°F (13°C) and if rain is not forecast for the period of 24 hours after application; or as specified by the Engineer. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 187 Add the following section and subsections: 302-11 ASPHALT PAVEMENT REPAIRS AND REMEDIATION. 302-11.1 General. Asphalt pavement Repairs and Remediation shall consist of the repair and restoration of existing asphalt pavement. Repair of asphalt pavement shall consist of the saw cutting, removal and disposal of existing asphalt pavement in conformance with section 300-1.3, compaction of existing subgrade in conformance with section 301-1, grading and compaction of base material in conformance with section 301-2, application of grade SS-1h emulsified asphalt and the placement of asphalt concrete base and wearing courses as specified herein. 302-11.2 Full Depth Asphalt Concrete Patch. Full depth asphalt concrete patch shall consist of removing asphalt concrete and/or aggregate base/subgrade to 300 mm (1’) below existing asphalt surface and placing replacing the material so removed with asphalt concrete. The area shown on the plans or set forth in the bid item are for estimating purposes only, final quantity will be as measured in the field. The Engineer will designate and mark the final limits of the asphalt patch area by outlining the area to be patched. The Contractor shall cut such areas to straight lines in square or rectangular areas as marked. The area so cut shall have two of the sides at right angles to the direction of traffic. The excavated faces of the base/subgrade shall be straight and vertical. The Contractor shall compact the upper 300mm (1’) of subgrade to 95% relative compaction. A tack coat of SS-1h emulsified asphalt shall be applied uniformly to all asphalt to asphalt contact surfaces at a rate of 0.25 L/m2 to 0.45 L/m2 (0.05 to 0.10gallons per square yard) in accordance with subsection 302-5.4, SSPWC. The Contractor shall fill and compact areas designated to be removed with 300 mm (1.0’) full depth asphalt concrete. Asphalt concrete for full depth asphalt concrete patch shall be B-AR-4000. The asphalt concrete so constructed shall have a finish surface and density conforming to subsection 302-5.6.2 SSPWC. 302-11.3 Crack Sealing. The Contractor shall wash, blow out and thoroughly dry all cracks designated to be sealed before installing hot poured rubber-asphalt joint sealant material. The sealant shall conform to the requirements of ASTM D1190. The Contractor shall dispose debris from crack cleaning outside the public way in accordance with Section 7-8.1, “Cleanup and Dust Control”. The hot-melt rubberized asphalt shall be melted in a jacketed, double boiler type melting unit. Temperature of the heat transfer medium shall not exceed 245°C (475°F). Application of the hot-melt sealant shall be made with a pressure feed applicator or pour pot. Sealant shall be applied when the pavement surface temperature is greater than 4°C (40°F). Containers of hot-melt sealant shall be delivered to the jobsite in unopened containers that are clearly marked with data showing the manufacturer’s name, the product designation and the manufacturer’s batch number and lot numbers. The level of the sealant shall be flush with the surface of the existing pavement. All excess sealant shall be removed from the crack with a minimum overlap onto adjacent pavement. 302-11.4. Measurement and Payment. Quantities of full depth asphalt concrete patch and crack sealing set forth in the bid item are for estimating purposes only, final quantity will be as designated and measured in the field. The Engineer will designate and mark the limits of the Full depth asphalt concrete patch and crack sealant application areas. Payment for resurfacing shall include post emergent herbicide treatment. Full compensation for conforming to the requirements of constructing full depth asphalt concrete patch shall include but not be limited to: furnishing all labor, tools, equipment, and materials necessary for doing the work including, saw cutting and removing and disposing 300 mm (1’) thick section of existing asphalt concrete, aggregate base/subbase and basement soil as designated by the engineer, placement of asphalt concrete, compaction of subbase and asphalt concrete, placement of SS-1h asphalt emulsion and all other work incidental to full depth asphalt concrete patch shall be considered as included in the contract Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 188 unit price bid for full depth asphalt concrete patch and no additional compensation will be allowed therefore. Full compensation for conforming to the requirements of crack sealing shall include but not be limited to, furnishing all labor, materials, tools, equipment, and incidentals necessary to do the work. Crack cleaning, roadway clean up, application of sealant, removal of excess sealant and all other work incidental to crack sealing shall be considered as included in the contract unit price bid and no additional compensation will be allowed therefor. SECTION 303 CONCRETE AND MASONRY CONSTRUCTION 303-1 CONCRETE STRUCTURES 303-1.6.2 Falsework Design. Add the following: The Contractor shall provide all temporary bracing necessary to withstand all imposed loads during erection, construction, and removal of any falsework. The Contractor shall provide falsework drawings and calculations prepared by a registered professional engineer, civil or structural, that show provisions for resolution of all loads that may be imposed upon the falsework. Such plans and calculations shall include: 1. Resolution of all live, dead, wind, construction and impact loads that may be imposed on the falsework. 2. Temporary bracing or methods to be used during each phase of erection and removal of the falsework. 3. Concrete placement sequence. 4. Erection and removal sequence. 5. Deflection values for the falsework that include recommended methods to compensate for falsework deflections, vertical alignment, and anticipated falsework deflection. Falsework shall be designed, submitted, constructed, and removed in accordance with Caltrans Standard Specification Section 51. 303-1.11 Measurement. Delete in its entirety and replace with the following: Concrete structures will be measured for payment by each structure installed as specified in the bid schedule and in accordance with the plan and any referenced standard drawings. 303-1.12 Payment. Delete in its entirety and replace with the following: Payment for concrete structures will be made as set forth in the Bid Schedule. Payment shall include compensation for furnishing all labor, materials, tools, and equipment necessary to construct the concrete structures complete in place. Items shall include submittal of PCC mix design for approval, structure excavation, subgrade and base preparation, furnishing PCC and casting-in-place, steel reinforcement, forms, covers, rims, grates, frames, collars, cone and draft sections, bases, steps, clean up; and for all other work necessary to install the concrete structure, complete in place, and no additional compensation will be allowed therefor. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.5.2 Curb. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 189 Add the following: The Contractor shall stamp the curb face with 75 mm (3”) high block letters directly above the point that it is crossed by underground facilities with the marking specified in Table 303-5.5.2(A) TABLE 303-5.5.2(A) Curb Face Markings Type of underground facilities Marking Water Service Lateral W Sewer Service Lateral S Irrigation Water Lateral or Sleeve RW 303-5.9 Measurement and Payment. Add the following: Curb and gutter, and curb, shall be considered as continuing across driveways and access ramps when constructed adjacent thereto. Neither curb and gutter nor curb will be paid for across the length of local depressions, except that which occurs in gutter transitions at each side of an inlet. SECTION 306 – OPEN TRENCH CONDUIT CONSTRUCTION 306-1 GENERAL Trench drains shall be constructed at the locations and to the dimensions shown on the Plans and as directed by the Engineer. Work shall include forming, reinforcement, placement of concrete, installation of a monolithic asymmetrical U-channel with bottom slab reinforcement, cast-in-place or precast trench drain cover and frame, and all connections to existing weep holes, storm drains, and appurtenances. Grated or slotted trench drain covers and frames shall be installed flush per the manufacturer’s recommendations. Acceptable product includes ZURN 7723-HDG frame and grate system with class c galvanized heel proof longitudinal ductile iron grate and vandal proof lockdown or approved equal. Grates shall be securely bolted to the frame. All grates installed within travel paths shall be ADA-compliant and traffic-rated as shown. 306-3 TRENCH EXCAVATION. Add the following: 306-3.1 General. When the actual elevation or position of any existing pipe, conduit, or other underground appurtenances cannot be determined without excavation, the Contractor shall excavate and expose the existing improvement at the location shown on the Plans and any other locations deemed necessary by the Engineer. Such excavation shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvements when it is exposed. Any adjustments in line or grade which may be necessary to accomplish the intent of the plans shall be made at no additional costs. Add the following: 306-3.2 Removal of Surface Improvements. Bituminous pavement, concrete pavement, curbs, sidewalks, or driveways removed in connection with construction shall be removed in accordance with Subsection 401 of the Standard Specifications and these Special Provisions and reconstructed in-kind. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 190 306-3.3. Removal and Abandonment of Existing Conduits and Structures. Add the following: Unless otherwise noted on plans, the Contractor shall remove all existing abandoned pipelines and conduits of any type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of the work and shall replace said pipelines and conduits with properly compacted soils. Payment for removal and disposal of abandoned utilities shall be included in the lump-sum bid for Clearing and Grubbing, and no additional payment will be made. 306-3.5 Maximum Length of Open Trench. Delete the first sentence for the first paragraph and replace with the following: Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe is used shall be the distance necessary to accommodate the amount of pipe installed in a single day. 306-6 BEDDING. 306-6.1 General. Add the following: All installation of, and bedding for recycled water, or potable water mains shall conform to Carlsbad Municipal Water District Rules and Regulations for the Construction of (Potable or Reclaimed) Water Mains, latest edition. 306-12 BACKFILL. 306-12.1 General. Add the following: The Contractor shall install detectable underground utility marking tape above each or, in the case of bundled underground conduit of the same type, the upper underground conduit being installed by the open trench method. Delete the following section in its entirety and replace with the following: 306-12.3.2 Compaction Requirements. The Contractor shall densify trench backfill to a minimum of 90 percent relative compaction except that in the top 915 mm (36”) of the street right-of-way, compaction shall be 95 percent. 306-13 TRENCH RESURFACING. 306-13.1 Temporary Resurfacing. Add the following: Temporary bituminous resurfacing materials which are placed by the Contractor are for its convenience and shall be at no cost to the Agency. Temporary bituminous resurfacing materials shall be used in lieu of permanent resurfacing only when approved by the Engineer. When temporary bituminous resurfacing materials are used in lieu of permanent resurfacing it shall be removed and replaced with permanent resurfacing within 7 days of placement. No additional payment will be made for temporary bituminous resurfacing materials. The price bid for the associated conduit or structure shall include full compensation for furnishing, placing, maintaining, removing, and disposing of such temporary resurfacing materials. 306-13.2 Permanent Resurfacing. Add the following: Except as provided in section 306-13.1, “Temporary Resurfacing,” the Contractor shall perform permanent trench resurfacing within 24 hours after the completion of backfill and compaction of backfill and aggregate base materials. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 191 306-14 MEASUREMENT 306-14.10 Trench Drain Trench Drain shall be measured by the linear foot, measured algon the flow line of the drain, complete in place. Measurement includes all components: concrete channel, reinforcement, grates, frame, transition to existing curb and gutter, and surface restoration. 306-15 PAYMENT. 306-15.1 General. Add the following: Payment for utilities undergrounding which includes the utility trench for CATV and SDGE and conduit for SDGE’s electric conversion shall be made on the basis of contract lump sum price for utilities undergrounding and no other payments will be made. Cox Cable will supply and deliver conduits and fittings to be installed by the Contractor. Cox Cable will install enclosures. The Contractor will furnish and install 6.4 mm (¼”) nylon pull ropes in all conduit. ADD the following section: 306-15.10 Trench Drain Payment for “FURNISH AND INSTALL TRENCH DRAIN AND U-CHANNEL” shall be made at the Contract Unit Price shown on the Bid Schedule, and shall include full compensation for furnishing all labor, materials, tools, equipment, formwork, reinforcement, concrete placement, trench drain grate and frame, reconnection to existing drainage, and incidentals necessary to complete the trench drain in accordance with the Plans and these Special Provisions, and as directed by the Engineer and there shall be no additional costs to the City. SECTION 308 – MICROTUNNELING 308-6 SUBSURFACE CONDITIONS. 308-6.2 Microtunneling Requested by the Contractor. Delete in its entirety and replace with the following: 1. When microtunneling is proposed by the Contractor as an alternative to the specified methods of conduit installation, the Contractor shall obtain copies of the information and reports listed in 3-9 and 308-6.3 and shall conduct independent investigations as necessary to substantiate the basis for the Contractor’s proposal and submit in accordance with 3-8. Microtunneling operations must be approved by the Engineer prior to the start of microtunneling work. SECTION 310 - PAINTING Add the following Section: 310-6 PERMANENT SIGNING 310-6.1 General. The Contractor shall provide and install all permanent traffic control signs at locations shown on plans and as specified herein. Add the following section: 310-6.2 Measurement And Payment. Permanent signing and appurtenances thereto shown on the plans or required in the specifications are a part of the lump-sum item for permanent signing and payment therefore shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in supplying and installing Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 192 permanent signing and appurtenances, complete in place, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer. SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-2.1 General. Delete in its entirety and replace with the following: 1. The Contractor shall remove by wet grinding all existing or temporary traffic markings and lines that may confuse the public. When temporary detour striping or markings are no longer required, they shall be removed prior to painting the new traffic stripes or markings. 2. The Contractor shall remove all existing markings and striping, either permanent or temporary, which are to be abandoned, obliterated or that conflict with the Plans by wet grinding methods. Removal of striping by high velocity water jet may be permitted when there is neither potential of the water and detritus from the high velocity water jetting to damage vehicles or private property nor to flow from the street into any storm drain or water course and when approved by the Engineer. 3. The Contractor shall vacuum all water and detritus resulting from high velocity water jet striping removal from the pavement immediately after the water jetting and shall not allow such materials to flow in the gutter, enter the storm drain system or to leave the pavement surface. Surface variation limitations for high velocity water jet striping removal shall be the same as for grinding. 4. The Contractor shall not use dry or wet sandblasting in any areas. Alternate methods of paint removal require prior approval of the Engineer. Obliteration of traffic striping with black paint, light emulsion oil or any other masking method other than a minimum 30mm (0.10’) thick asphalt concrete overlay is not permitted. 314-2.2 and 314-2.3 Replace as follows: 314-2.2 Measurement and Payment. 1. Removal of traffic striping and curb and pavement markings as shown on the Plans and required by the Specifications shall be included in the lump-sum price Bid for temporary and final traffic striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed for the repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping. 314-3 REMOVAL OF PAVEMENT MARKERS. 314-3.2 and 314-3.3 Replace as follows: 314-3.2 Measurement and Payment 1. Removal of pavement markers as shown on the Plans and required by the Specifications shall be included in the lump-sum price Bid for temporary and final traffic striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 193 for the repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping. 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-4.3.6 and 314-4.3.7 Replace as follows: 314-4.3.6 Measurement and Payment 1. Final and temporary traffic striping, curb markings and pavement markings as shown on the Plans and required by the Specifications shall be included in the lump-sum price Bid for temporary and final traffic striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed for the repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping. 314-4.4.5 and 314-4.4.6 Replace as follows: 314-4.4.5 Measurement and Payment. 1. Thermoplastic traffic striping and pavement markings as shown on the Plans and required by the Specifications shall be included in the lump-sum price Bid for temporary and final traffic striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed for the repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping. 314-5 PAVEMENT MARKERS. 314-5.6 and 314-5.7 Replace as follows: 314-5.6 Measurement and Payment. 1. Pavement markers as shown on the Plans and required by the Specifications shall be included in the lump-sum price Bid for temporary and final traffic striping, and no additional compensation will be allowed, therefore. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed for the repainting. The lump sum Bid shall include all labor, tools, equipment, materials, and incidentals for doing all Work in installing the final and temporary traffic striping. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 194 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 4, EXISTING IMPROVEMENTS SECTION 400 – PROTECTION AND RESTORATION 400-2 PERMANENT SURVEY MARKERS. Add the following: 1. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California (“Surveyor”) to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the Surveyor no later than 30 Calendar Days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by Business and Professions Code Sections 8772 and 8773 et seq. 2. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 Calendar Days of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer. SECTION 401 – REMOVAL 401-2 ASPHALT CONCRETE PAVEMENT. Delete in its entirety and replace with the following: 1. Asphalt concrete pavement shall be removed to clean, straight lines. Removal performed by cold milling shall conform to 404. Adjacent AC/AB sawcut and removal associated with concrete construction shall be full depth and a minimum width of 12 inches from face of concrete edge and continue along the concrete scheduled for removal. Removal and disposal of adjoining AC/AB section shall be incidental to the removal of concrete structure Bid item per this Section. Replacement of adjoining AC/AB section shall be incidental to replacement of the concrete. 401-3 CONCRETE AND MASONRY IMPROVEMENTS. 401-3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, Driveway and Alley Intersections. Delete in its entirety and replace with the following: 1. Concrete shall be removed to neatly sawed edges with saw cuts made through the entire thickness. Concrete sidewalk or driveway to be removed shall be neatly sawed in straight lines either parallel to the curb or at right angles to the alignment of the sidewalk. No section to be replaced shall be smaller than 30 inches (750 mm) in either length or width. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 195 All existing concrete shall be removed to the nearest joint. Concrete shall be removed to neatly sawed edges with saw cuts made to a depth deep enough to produce a clean straight break without loosening, cracking or damaging adjoining improvements. Curb and gutter shall be sawed on a neat line at right angles to the curb face. PCC and all other material unsuitable for use as fill, as determined by the Engineer, shall be removed from the right-of-way and disposed of by the Contractor at a site of his own choice and shall pay all costs incidental to the disposal. Add the following: 401-3.2.1 Adjacent Asphalt Concrete (AC/AB) Sawcut and Removal. 1. Adjacent AC/AB sawcut and removal associated with concrete construction shall be full depth and a minimum width of 12 inches from face of concrete edge and continue along the concrete scheduled for removal. Removal and disposal of adjoining AC/AB section shall be incidental to the removal of concrete structure Bid item per this Section. Replacement of adjoining AC/AB section shall be incidental to replacement of the concrete as specified in Section 303-5. SECTION 402 – UTILITIES 402-1 LOCATION. 402-1.1 General. Delete the first paragraph and replace with the following: 1. Known utilities and their respective owners are shown on the Plans or specified in the Special Provisions and their locations are based on available records. The accuracy and/or completeness of the utilities shown on the Plans is not guaranteed and actual locations must be confirmed by potholing. Where underground utilities are shown on the Plans, the Contractor shall assume every property parcel will be served by a service connection for each type of utility. Insert the following after the first sentence of the third paragraph: Subsurface installations shall be located at least 5 Working Days and at least 500 feet in advance of any construction heading and the results reported in written form to the Engineer. Amend paragraph d) to read as follows: d) horizontal location with reference to Project stationing. 402-2 PROTECTION. Delete the first 3 paragraphs and replace with the following: 1. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the utility owner or direction from the Engineer. Valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff. Excavation of soils providing support to pressure pipeline thrust blocks may require isolation and de-pressurization of the pipeline prior to the installation of support devices and the Contractor shall coordinate such Work with the utility owner. 2. Where a vertical separation distance of 12 inches cannot be attained between a proposed utility and an existing utility greater than 4 inches in diameter, place a 1-inch thick neoprene or silicone pad with Shore A durometer hardness of 50 to 70 (ASTM D2240) in contact with the top of the lower utility and backfill with Portland cement concrete sand conforming to 203- Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 196 1.5.5 to 3 inches above the bottom of the upper utility. The width of the pad shall be equal to the width of the trench and the length shall extend 1 foot beyond the outer limits of the existing utility. 3. Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with 402-1, the Contractor shall, unless otherwise specified, furnish and place the necessary protection at its expense. 4. Upon learning of the existence and location of any utility omitted from the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in 7-3 or 7-4. 402-4 RELOCATION. Delete paragraphs 3 and 4 and replace with the following: 1. When the Plans or Special Provisions provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such Work, including temporary utility service, shall be included in the Bid for the items of Work necessitating such Work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs. 2. The Contractor will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements in accordance with the procedures and upon the approval of the utility owner. When directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. Payment for the relocation of such service connections shall be in accordance with 7-3 unless otherwise specified in the Bid. Payment will include disconnection of existing service connections from the utility main, capping or plugging existing outlets on the utility main, abandoning the service connection, and the restoration of all existing improvements which may be affected by the service connection relocation. The Contractor may agree with the owner of any utility to disconnect and reconnect private interfering service connections. Unless otherwise specified in the Bid, disconnection and reconnection of private services will be outside of the scope of the Work and the Agency will not be involved in any such agreement. 402-5 DELAYS DUE TO UTILITY CONFLICTS. Delete paragraphs 1 through 4 and replace with the following: 1. The Contractor shall notify the Engineer of its Construction Schedule insofar as it affects the protection, removal, or relocation of utilities. The notification shall be included as a part of the Construction Schedule in accordance with 6-1 which shall be revised upon the completion of utility potholing and evaluation for potential utility conflicts. The Contractor shall notify the Engineer in writing of any subsequent changes in the Construction Schedule which will affect the time available for protection, removal, or relocation of utilities. 2. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with 402-1. 3. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing Work correctly shown on the Plans. 4. The Agency will determine the scope of Work for the removal, relocation, or protection of existing main or trunk line utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by the removal, relocation, or protection of such existing facilities. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 197 402-6 COOPERATION. Delete in its entirety and replace with the following: 1. When necessary, the Contractor shall so conduct its operations as to permit access to the Work Site by the Agency or the utility owner and provide time for utility Work to be accomplished during the progress of the Work. SECTION 403 - MANHOLE ADJUSTMENT AND RECONSTRUCTION 403-1 GENERAL. Delete in its entirety and replace with the following: 1. Wet utility (water, recycled water, sewer and storm drain) manhole and vault frames and covers and valve box frames and covers within an area to be paved or graded shall be set to finish grade by the Contractor. 2. The Contractor shall remove all debris from the interior of manholes and vaults and shall clean all foreign material from the top of the frames and covers. 403-3 MANHOLES IN ASPHALT CONCRETE PAVEMENT. Delete in its entirety and replace with the following: 1. Wet utility structures extending 2 inches (50 mm) or more above the new subgrade shall be lowered by the Contractor to the new subgrade before construction of the pavement section. Other structures shall be lowered by their owners unless otherwise specified or shown on the Plans. Structures projecting less than 2 inches (50 mm) above the subgrade may be surveyed and covered for construction of the pavement section and later adjusted to grade. The top of reset manholes and other structures shall conform to the smoothness requirement specified in 302-5.6.2. 2. All structures from which manhole frames and covers have been removed to facilitate pavement section construction shall be temporarily covered with a steel plate by the Contractor. When this procedure is impractical, such as for large vaults, or special structures, remodeling or reconstruction shall be completed to finish permanent surface prior to paving operations. 3. The Contractor shall notify utility owners at least 21 Calendar Days in advance of the need to commence Work required prior to paving operations and again for Work required after paving operations. If the Engineer determines the utility owner will not complete adjustment of its facilities within 10 Working Days of the completion of the surface course of pavement, the facilities will be adjusted by their owner under a separate procedure established by the Agency. 4. After the pavement has been completed, the necessary portions of the subgrade, base, and pavement shall be neatly removed, the structure built up, and the manhole or vault frame or valve box set to within 1-1/2 inches (37.5 mm) of finish pavement surface with concrete pavement conforming to 201-1 and 302-6. The Contractor shall fill the remaining 1-1/2 inches (37.5 mm) with the asphalt concrete surface course mixture. This material shall be placed and compacted to conform to the appearance, grade, density and smoothness of the surrounding pavement. 403-4 MEASUREMENT. Delete in its entirety and replace with the following: 1. Manhole, vault or valve box adjustment and reconstruction of the type specified will be measured by each. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 198 403-5 PAYMENT. Delete in its entirety and replace with the following: 1. Payment for adjusting manhole or vault frames and covers to grade, where the difference between the lowest point of manhole or vault frame removal and final elevation of the top of the frame is less than 15 inches (375 mm) or where the adjustment is accomplished by adjustment rings only, will be made at the Contract Unit Price for adjusting each manhole or vault frame. 2. Payment for setting manhole or vault frames and covers to grade, where the difference between the lowest point of manhole or vault frame removal and the final elevation of the top of the frame is 15 inches (375 mm) or more, will be made at the Contract Unit Price for reconstructing each manhole. 3. Payment for adjusting valve boxes to grade will be made at the Contract Unit Price for adjusting each valve box regardless of the height of the adjustment. SECTION 404 – COLD MILLING 404-12 PAYMENT. Add the following: No extra payment will be made for milling or disposing of geotextile, geogrid, or pavement fabric. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 199 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 7, STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS Section 700 – Materials Modify as follows: Section 86, “Electrical Work”, of the Caltrans Standard Specifications replaces Section 700, “Materials”, and Section 701, “Construction” of the SSPWC, in all matters pertaining to the specifications for measurement, payment. Modify Section 86 as follows: 86-2 MATERIALS AND INSTALLATION. Replace Section 86-2.02 with the following: 86-2.02 Removing and Replacing Improvements. In addition to the requirements of sections 400, “Protection and Restoration of Existing Improvements” and 306-1.5, “Trench Resurfacing”, improvements such as sidewalks, curbs, gutters, portland cement concrete and asphalt concrete pavement, underlying material, lawns and plants, and any other improvements removed, broken or damaged by the Contractor’s operations, shall be replaced or reconstructed with the same kind of material as found on the work or with materials of equal quality. The new work shall be left in a serviceable condition. Whenever a part of a square or slab of existing concrete sidewalk, curb, gutter, or driveway is broken or damaged, the entire square, section or slab shall be removed and the concrete reconstructed as above specified. The outline of all areas to be removed in portland cement concrete sidewalks and driveways and in pavements shall be cut to a minimum depth of 0.17 foot (2”) with an abrasive type saw prior to removing the sidewalk, driveways and pavement material. Cuts shall be neat and true along score lines, with no shatter outside the removal area. Replace Section 86-2.05B with the following: 86-2.05B Use. Exposed conduit installed on a painted structure shall be painted the same color as the structure. Unless otherwise indicated, the minimum metric trade size of conduit shall be: 1) From an electrolier to the adjacent pull box shall be Size 41 (11/2” dia). 2) From a pedestrian push button post to the adjacent pull box shall be Size 27 (1” dia). 3) From a signal standard to the adjacent pull box shall be Size 53 (2” dia). 4) From a controller cabinet to the adjacent pull box shall be Size 78 (3” dia). 5) For detector runs shall be Size 78 (3” dia). 6) Not otherwise specified shall be Size 78 (3” dia). Add the following: 86-2.09B Installation. All conductors shall be pulled directly from the spool into the conduit and shall not be dragged on the ground as to cause damage to the conductors. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 200 86-6 LIGHTING. Replace Section 86-6.01 with the following: 86-6.01 Luminaires for Street Lighting. Luminaires: A. Luminaires shall be LED and cobra head style. B. Luminaires shall be a minimum 9,600 lumens. C. Luminaires shall be Type III Distribution as defined by the Illuminating Engineering Society of North America (IESNA). D. Luminaires shall be full-cutoff so that light is not projected above the horizontal plane of the fixture. E. Luminaires on non-local residential streets shall have a maximum Correlated Color Temperature (CCT) of 4000K. F. Luminaires on local residential streets shall have a maximum CCT of 3000K. G. Luminaires shall have an ANSI C136.41 compliant NEMA 7 pin receptacle for use with photo controls and smart lighting applications. Street Light Standard: Street Light pole shall be Ameron Contemporary Series 2B2 Round Pole or approved equivalent with the following parameters: a. Street Light poles shall be round, pre-stressed concrete utilizing an anchor base. The surface treatment shall be exposed concrete aggregate with a graffiti-resistant coating. b. Street Light foundations shall be in accordance with San Diego Regional Standard Drawing (SDRSD) E-01 and E-02 for standard concrete poles with no additional mounted appurtenances. If equipment or additional appurtenances are to be mounted, the street light pole shall be steel with an exposed concrete aggregate finish and the foundation shall be specifically designed and stamped by a licensed civil or structural engineer. c. Street light poles in arterial or commercial areas shall have a height of 26 feet. d. Street light poles in residential areas shall have a height of 24 feet. e. Mast arms shall be aluminum or galvanized steel with a length of 8 feet. f. Luminaire mounting height shall be between 1.5’ and 2.5’ from the top of pole. Add the following: 86-6.07 Photoelectric Controls. Type IV photoelectric control shall be used unless otherwise shown on the plans or required by these special provisions and shall be installed in a receptacle integral with the luminaire. 86-6.08 Landscape Lighting. Wall Wash Lighting and Up Lighting: Wall wash light shall be Targetti Keplero Mini High Efficacy, or approved equal. Lighting shall be LED, round, flush to grade, and be capable of dimming. Light fixture shall be suitable for marine-grade environments. Up lights shall be FXLuminaire, QZ LED Up Lights or approved equal. Lighting shall be LED, be capable of zoning and dimming, and provide a Useful LED Life of L70 or higher. The up light fixtures shall be oriented towards the center of the traffic circle such that it does not illuminate the roadway. Aim the fixture a minimum of 10º from the vertical to allow dirt and water run-off to drain from the lens. Light fixture shall be suitable for marine-grade environments. The fixtures shall be encased with a concrete footing as specified in the plans or as approved by the City. Fixtures shall be installed in a well-drained area not subject to standing water. Lighting Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 201 cables shall have a waterproof connection, leaving a minimum of 18 inches of slack below each fixture. The fixtures shall be by compatible with the lighting transformer controller if a low-voltage fixture is selected. It is the Contractors responsibility to confirm that the fixture is compatible with the transformer prior to ordering and installation. Lighting fixtures shall be installed as specified in these Special Provisions and per manufacturer’s recommendations. If conflicting installation instructions are provided between the manufacturer’s installation guidelines and these Special Provisions, the manufacturers guidelines shall take precedence and as approved by the City. Lighting Transformer Controller: Lighting controller shall be compatible with the Targetti, FXLuminaire, DX Controller or approved equal. Controller shall provide step-down transformer for low-voltage system of landscape lighting. Controller shall be capable of providing lighting, zoning, and dimming control. The Contractor shall confirm the controller is compatible with proposed landscape lighting prior to ordering and installation. Controller shall have an ambient operating temperature rating of 0ºF to +140ºF. Controller shall be installed in the upright position on a vertical surface placed in a NEMA 3R cabinet equipped with a lock box. The cabinet be installed in a location that is not subject to water from irrigation, ponding, and tampering. Controller shall be installed as specified in these Special Provisions and per manufacturer’s recommendations. If conflicting installation instructions are provided between the manufacturer’s installation guidelines and these Special Provisions, the manufacturers guidelines shall take precedence and as approved by the City. The Contractor shall provide voltage drop calculations to the City prior to ordering of material. If the Contractor elects not to use a low voltage system, a new service request with SDGE may be required and as approved by the City, warranty, materials and methods of construction of street lighting and traffic signals. Certification and Warranty: Manufacturer shall provide a 5-Year Limited Warranty on the landscape light fixtures, with the exception of the transformer controller which shall be covered by a 10-Year Warranty. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 202 ADD the following Section: 86-2.0 RECTANGULAR FLASHING BEACON (RRFB) ASSEMBLY SYSTEM 86-2.01 General The Contractor shall manufacture, deliver, install, test, and modify electrical and RRFB systems as shown on the Plans and specified in these Special Provisions. Unless otherwise indicated in these Special Provisions, all materials, equipment, design, manufacturing methods, installation, testing, and workmanship shall conform to or exceed all regulations and codes indicated in Section 86 1.01D, “Quality Assurance,” of the Caltrans Revised Standard Specifications, and the latest revisions of the regulations, codes and standards indicated herein. The Contractor shall submit documentation indicating that the materials and equipment furnished conform to such standards and requirements. The Contractor's Work shall conform in all respects to applicable industry standards and sound engineering practice. The manufacturer's printed or verbal recommended installation procedures and instructions for all materials furnished by the Contractor under this contract shall be followed explicitly, unless otherwise directed by the Engineer. The Contractor shall submit the manufacturer’s recommended installation and maintenance procedures to the Engineer for approval prior to the start of construction. If the manufacturer's recommended installation procedures or instructions differ from those shown on the Plans or specified herein, then the Contractor shall submit a request for information to the Engineer that details the discrepancy and requests direction prior to proceeding with the Work. The Contractor shall perform all necessary Work including, but not limited to, field surveying, blowing out conduits, installing pull ropes, identifying conduits and conduit runs, reviewing pull box sizing and existing conduit bend radius, determining conduit fill, and locating the route and length of new conduit to be installed as shown on the Plans. The Contractor shall locate all existing utility facilities in the areas in which the Contractor will be digging. The Contractor shall facilitate a site meeting with the City a minimum of 48 hours (2 business days) in advance of marking out the existing facilities. The Contractor shall open existing pull boxes and vaults as needed and locate the existing conduits and facilities. The Contractor shall have had prior experience marking out SDG&E, City, and other utility facilities prior to construction. The Contractor shall pothole and protect in place existing conduits, pull boxes, cables, and equipment. The Contractor shall protect in place all existing utility facilities, unless otherwise directed on the Plans or in these Special Provisions. The Contractor shall verify through field investigation the feasibility of installing the system in conformance with the Plans, these Special Provisions and Standard Specifications, prior to ordering material and beginning construction. 86-2.02 RRFB System RRFB crossings are proposed at the following intersections: • Oak Avenue and Harding Street • Pine Avenue and Madison Street Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 203 • Walnut Avenue and Madison Street • Walnut Avenue and Roosevelt Street • Palm Avenue and Harding Street The Contractor shall furnish and install a new Rectangular Rapid Flashing Beacon (RRFB) system at the locations identified on the Plans. The RRFB system shall consist of manufacturer-supplied components for a solar powered, RRFB warning system. The RFFB system installation shall include the following components: • Top mounted solar panel • Controller enclosure • W11-2 signs (back to back) • W16-7P plaques (back to back) • Bi-directional RRFB light bar or, unless otherwise indicated on the plans, a uni-directional RRFB light bar • Pedestrian push button w/ double-sided R10-25 sign • Pole Package RRFB system shall be by Carmanah, model number R920-MX, or approved equal. The RRFB’s will be solar powered. The signs and light bars shall be double sided, unless otherwise indicated on the plans. The warning signs and light bars shall face the direction of oncoming traffic intended to alert when activated. Light bars shall be self-contained and pedestrian push button activated, and shall be attached with a jaw mount, strap and saddle method, or per manufacturer’s recommendations. Once the lights are activated, they shall all operate on the same Radio Frequency. The RRFB system shall be fully compliant with all FHWA and CA-MUTCD guidelines. Light Bars The light bars shall be current-driven LED strings without active electronics. The LEDs shall be driven by pulse-width modulated fixed current. The light bar housing shall be constructed from aluminum and shall have the approximate dimensions: 24” L x 1.5” D x 4.5” H (61.0 cm L x 3.8 cm D x 11.4 cm H). Each light bar shall conform to all provisions of the MUTCD and FHWA requirements. Each of the two modules in a light bar shall have 8 LEDs and shall be purpose-built by the manufacturer of the RRFB including the optics. Each end of a light bar shall include a side-emitting pedestrian confirmation light composed of a single LED. Users shall have the option of using both confirmation lights for median applications, or covering one confirmation light with an included sticker for side-of-road applications. The light bar shall be mounted to the post or pole using a separate bracket assembly to facilitate mounting two light bars back-to-back (bi-directional) and to allow the light bar(s) to rotate horizontally for aiming. The light bar bracket shall be constructed from galvanized or stainless steel and shall have both banding and bolting mounting options and shall be able to be mounted to all specified pole types. The light bar assembly shall open for access to the wiring connections for the LED modules. LED modules shall be rated to NEMA 3R. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 204 Mounting Mounting adapter hardware for the RRFB shall be available for the following configurations: • 2” / 2.5” Perforated Square Pole Mount • 2 3/8” - 2 7/8” Diameter Round Post Mount • 4” - 4.5” Diameter Round Post Mount • Side-of-Pole Mount • Wooden Pole Mounting configurations shall not require specialized tools. Controller The controller shall be self-contained in the solar panel or may be in a lock box with hinged door and vandal resistant. The lock box shall attach to the pole via strap and saddle method. The controller shall be able to adjust the brightness of the light bars as outside lighting levels change between day and night, being brighter during the day and less bright at night. The solar engine shall house an auto-scrolling LED on-board user interface that provides on-site configuration adjustment, system status and fault notification. The user interface shall provide a display of four (4) alphanumeric characters and three (3) control buttons to navigate and change settings and activate functions. When editing the configuration, the user interface will flash the display indicating it is ready to accept editing and will flash the display rapidly 3 times to indicate the setting change has been accepted. The flash duration shall be adjustable in-the-field from 5 to 60 seconds in one second increments, 60 to 1,200 seconds in 60-second steps, and 3,600 seconds. Default flash duration shall be 20 seconds. The system shall provide configurable nighttime intensity settings ranging from 10% to 100% of daytime intensity. The system shall be capable of enabling or disabling ambient brightness auto-adjustment. This feature allows the system to provide optimal output brightness in relation to ambient light levels while always maintaining adherence to SAE J595 Class I specifications. If enabled, the ambient brightness auto-adjustment shall adjust output to a range between 50% and 100% of daytime intensity. The User Interface shall provide viewing and/or programming access for the following: • Activation Duration (5 to 60, 60 to 1200, or 3600 seconds) • Digital output that is active during the flashing cycle that allows the control of external devices such as crosswalk illumination. Digital output shall be configurable for night operation only or operation day or night • Radio Channel (Choice of 1 to 14) Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 205 • Radio Status • Night Intensity Setting • Adjustment for Ambient Daytime Brightness • Self-Test / BIST (Built-In Self-Test) including the detection of shorts or open circuits in the fixture outputs • Battery Status – General description and actual battery voltage • Day or Night Status (as determined by dedicated photosensor not solar panel output) • Solar Panel Voltage • Automatic Light Control. If this safety feature is enabled, it allows the RRFB to temporarily reduce the intensity of the light bars to maintain energy equilibrium. The user interface shall report the amount of dimming being applied in the range of 10% to 100% • Daily activations averaged over 90 days • Pushbutton detection • Firmware Version number Activation duration, Night intensity setting and adjustment for ambient daytime brightness shall be automatically broadcast to all RRFBs in the system when changed in one RRFB. Solar Panel System The solar panel shall be installed such that there are no direct obstructions to the sun’s path. Contractor shall contact the manufacturer to provide recommended orientation of the solar panels. The recommended orientation made by the manufacturer shall be submitted to the Engineer for approval prior to installation. The orientation and angle of each solar panel may vary depending on the placement of each pole in order to optimize the performance of each pole. Battery System The solar engine shall house two 7 amp-hour 12V nominal sealed valve-regulated AGM lead-acid maintenance-free batteries. Each battery shall be equipped with a 1.5 amp fast-blow barrel fuse on the positive lead. The battery charging system shall be 3-stage and incorporate temperature-compensation to prevent battery overcharging in hot weather. Batteries, in conjunction with recommended RRFB performance, shall be designed for a demonstrable service life of 5 years. The battery shall be rated for -40˚ to 140˚F (-40˚ to 60˚C). Batteries shall have quick connections to facilitate installation and be readily available from multiple suppliers and non-proprietary. Batteries shall be supported by rubber bumpers and be secured in place with straps. Operational Specifications The RRFB shall meet the minimum photometric specifications of the Society of Automotive Engineers (SAE) standard J595 Class I dated January 2005. A photometric report by a certified third-party testing laboratory shall be provided to demonstrate compliance with J595. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 206 The color of the yellow light bar indications shall meet the specifications of SAE standard J578 (Color Specification) dated December 2006. The solar engine shall have the capacity to provide 300 20-second activations per day year-round using the applicable peak sun hours insolation available at the installation location. Refer to Section 8. Solar Simulations for details on insolation data sources. The controller shall be able to support up to 1.4 amps combined current through the RRFB fixtures simultaneously. The system shall use a dedicated light sensor to detect night and day states and apply any optionally-enabled intensity adjustments. Radio System The radio system shall operate at 2.4GHz Upon detection of a pushbutton press, an RRFB will broadcast an activation to all other nearby RRFBs sharing the same channel. The RRFB shall have the capability to activate other RRFBs by wireless communications within 1,000 feet (304 meters). The RRFB shall have a minimum of 14 unique channels that can be configured on-site to avoid inadvertent activation of nearby systems. The antenna shall be a low-profile “button” shape that cannot be bent or broken by vandals. Pedestrian Push Button The pedestrian push button for the RRFB shall be Polara Bulldog Push Button, or approved equal. The push button shall be ADA compliant. The push button shall be accompanied by a R10-25 (9”x12”) sign, “Push Button to Turn on Warning Lights” and installed per plan. Signs Warning signs supplementing the RRFB system shall be per Plan and standard size. Signs shall be mounted using the strap and saddle method or as shown on the Plans. Unless specified here-in, signs and mounting shall meet requirements specified in the State Standard Specifications and section “Traffic Signs” of these Special Provisions. Pole Package The RRFB system shall comprise of a pole package consisting of two pole assemblies. Poles shall be Tapco (product number 373-15) or approved equal, Schedule 40, 4.5” OD with anchor J-bolts, nuts, washers, and pedestal base. Pole Foundations Pole foundations for new or relocated and salvaged poles shall meet requirements specified in the Caltrans Standard Specifications and subsection “Foundations” under section “Traffic Signal Improvements” of these Special Provisions. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 207 The Contractor shall set up an on-site training session with a certified representative from the manufacturer and a representative from the City to go over the installation, programming, testing, adjusting, calibrating, and maintaining of the assembly. The Contractor shall furnish all materials and equipment necessary for the training and notify the Engineer at least ten (10) working days prior the desired training date. Certification and Warranty: The RRFB shall be FCC certified to comply with all 47 CFR FCC Part 15 Subpart B Emission requirements. The RRFB shall be manufactured in the USA and shall be Buy American compliant. Manufacturer shall provide a 5-Year Limited Warranty, with the exception of the batteries which shall be covered by a 1-year warranty. The Manufacturer shall be ISO 9001 certified. Measurement and Payment RRFB assembly systems shall be measured for payment by each system installed. Each individual RRFB system supports a single crossing location. The contract unit price paid for “Furnish and Install RRFB Crossing System(per Crosswalk)”, “Furnish and Install Pole, Base and Foundation (RRFB)”, “Furnish and Install PPB Pole & Button”, and “Relocate RRFB System with New Foundation” shall include full compensation for all loading, transportation, storing, preparation, engineering, connections, hardware, light bars, solar panels, luminaires, cabinets, communication systems, concrete, reinforcement, potholing, excavation, backfill, shoring, miscellaneous PCC and PC patching, sidewalk patching, mounting of signs, cables/conductors, wiring, grounding conductors, conduits, trenching and backfill, fabrication, controllers, transformers, push buttons, pull boxes, handholes, testing, training, labor, materials, tools, warranties, equipment, and all incidental work, and no additional compensation shall be made therefor. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 208 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 8, LANDSCAPING AND IRRIGATION SECTION 800 – MATERIALS 800-1 LANDSCAPE MATERIALS. 800-1.2.3 Commercial Fertilizer. Add the following: Preplant fertilizer shall be granular commercial fertilizer 7-7-7 or approved equal. Postplant fertilizer shall be 12-4-6 or approved equal with Ca, Fe, Zn, and Mn and with the majority of nitrogen in nonammoniac form to prevent acidification of soil. Planting tablets shall be compressed fertilizer tablets with a 20-10-5 analysis. Hydroseed fertilizer shall be long-lasting, controlled-release, plastic-coated, uniform in composition, free-flowing, suitable for application with approved equipment, and shall contain the minimum available percentages of nitrogen, phosphoric acid, potash and sulfur required by tables 212-1.2.5.1(A) through 212-1-2-5-3(A). 800-1.2.4 Organic Soil Amendment. Add the following: For all types of Organic Soil Amendment materials produced from pine trees grown in Alameda, Monterey, Santa Clara, Santa Cruz or San Mateo Counties shall not be used in the Work. Type 1A Organic Soil Amendment shall conform to the requirements for type 1 Organic Soil Amendment except as modified hereinafter. Type 1A Organic Soil Amendment shall be a wood or rice residual product derived from the bark of pine, white fir, or red fir or cedar or redwood shavings or rice hulls. Type 1A Organic Soil Amendment shall be manufactured from clean wood, free from clods coarse objects and rocks and shall conform to the properties shown in Table 800-1.2.4(B): Table 800-1.2.4(B) SOIL AMENDMENT PROPERTIES Property Minimum Maximum Dry Weight Nitrogen (1) (1) Dry Weight Passing 25 mm (1”) Sieve 100% 100% Dry Weight Passing #4 Sieve 95% 100% Dry Weight Passing #16 Sieve 45% 65% Dry Weight Passing #30 Sieve 30% 40% Dry Weight Passing #50 Sieve 0% 10% Dry Weight Passing #100 Sieve 0% 2% Salinity (1) (1) Iron ( Dilute acid soluble on dry weight basis) 0.08% --- Ash (dry weight basis) 0% 6.0% pH 6.0 7.0 Wettability (1) (1) (1) (As Required by Table 212-1.2.4(A) SSPWC) Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 209 For all types of Organic Soil Amendment the Contractor shall supply the Engineer a sample of the proposed amendment accompanied by an analytical analysis from a qualified agricultural laboratory certifying compliance to the requirements herein. Qualified agricultural laboratories shall have an on-going quality assurance program that fulfills the requirements of the most recent version of the “Western States Laboratory Proficiency Testing Program Soil and Plant Analytical Methods”. Certificates of compliance shall contain a statement attesting that the organic soil amendment meets the requirements of these specifications and that the testing agricultural laboratory does fulfill the requirements of “Western States Laboratory Proficiency Testing Program Soil and Plant Analytical Methods”. Said submittal shall be in accordance with Section 2-5.3.3. 800-1.4.1 General. Add the following: Plants shall be the variety and size shown on the plans or in the special provisions and shall conform to the requirements of these specifications. Contractor shall submit color photos of all plant material, including a measuring stick or scale reference, to the Engineer for approval prior to delivery of material to the site. Contractor shall notify the Engineer 48 hours before each plant delivery so that the Engineer can inspect the plants. The scientific and common names of plants herein specified shall conform to the approved names given in “A Checklist of Woody Ornamental Plants in California, Oregon and Washington” published by the University of California, Division of Agriculture Sciences, Publication 4091 (1979). Each group of plant materials delivered on site shall be labeled clearly as to species and variety. All patented plants (cultivars) required by the plant list shall be delivered with a proper plant patent attached. The Contractor shall obtain clearance from the County Agricultural Commissioner, as required by law, before planting plants delivered from outside the County in which they are to be planted. Evidence that clearance has been obtained shall be filed with the Engineer. All plants furnished by the Contractor shall be true to type or name as shown on the plans and shall be tagged identifying the plants by species or variety; however, determination of plant species or variety will be made by the Engineer and the Engineer’s decision shall be final. Plants shall be individually tagged or tagged in groups by species or variety. All plants shall comply with Federal and State laws requiring inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plants, and certificates shall be delivered to the Engineer. Plants furnished by the Contractor shall be healthy, shapely, and well-rooted, and roots shall show no evidence of having been restricted or deformed at any time. Plants shall be well-grown, free from insect pests and disease, and shall be grown in nurseries which have been inspected by the State Department of Food and Agriculture and have complied with the regulations thereof. The Engineer is the sole judge as to acceptability of each plant. Vigorous, healthy, well-proportioned plants are the intent of this specification. Plants which are even moderately “overgrown”, or are showing signs of decline or lack of vigor, are subject to rejection. The size of the plants will be as shown on the plans. Plants larger in size than specified may be used with the approval of the Engineer, but the use of larger plants will make no change in contract price. If the use of larger plants is approved, soil amendments shall be increased proportionately. All plants not conforming to the requirements herein specified shall be considered defective and such plants, whether in place or not, shall be marked as rejected, and immediately removed from the site and replaced with new plants by the Contractor at the Contractor’s expense. The Engineer reserves the right to change the species, variety, and/or sizes of plant material to be furnished, provided that the cost of such plant changes do not exceed the cost of plants in the original bid, Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 210 and with the provision that the Contractor shall be notified in writing, at least 60 days before the planting operation has commenced. No plant shall be transported to the planting area that is not thoroughly wet throughout the ball of earth surrounding the roots. Any plant that, in the opinion of the Engineer, has a damaged root ball or is dry or in a wilted condition when delivered to the planting area will not be accepted, and shall be replaced by the Contractor at the Contractor’s expense. Each plant shall be handled and packed in the approved manner for that species or variety, and all necessary precautions shall be taken to ensure that the plants will arrive at the site of the work in proper condition for successful growth. Trucks used for transporting plants shall be equipped with covers to protect plants from windburn. Root condition of plants furnished by the Contractor in containers will be determined by removal of earth from the roots of not less than 2 plants nor more than 2 percent of the total number of plants of each species or variety, except when container-grown plants are from several sources, the roots of not less than 2 plants of each species or variety from each source will be inspected by the Engineer. In case the sample plants inspected are found to be defective, the Agency reserves the right to reject the entire lot or lots of plants represented by the defective samples. Any plants rendered unsuitable for planting because of this inspection will be considered as samples and will not be paid for. The Contractor shall notify the Engineer when plants are to be shipped to the project site. The notification shall be given not less than 10 days prior to the actual shipment date. 800-1.5.3 Tree Stakes. Modify as follows: Tree stakes shall be 50mm (2”) diameter turned lodgepole pine, pointed on their driven end. Add the following section: 800-1.6 Erosion Control Matting. Erosion control matting shall be made of 100-percent-biodegradable, weed-free wheat straw of thickness and density yielding 270 grams per square meter (0.50 lb./sy) with photodegradable polypropylene netting with a density of 0.89 grams per square meter (1.64 lb/1000 sy) having an approximate mesh interval of 50 mm x 50 mm (2“ x 2“) on each face of the straw mat. The straw mat shall be sewn together with unidirectional lines of cotton or polypropylene thread spaced approximately 50 mm (2”) apart. Erosion control matting shall be “North American Green, DS150”, “BonTerra S2”, or approved equal. Add the following section: 800-1.7 Erosion Control Mat Staples. Erosion control mat staples shall be 25 mm x 150 mm (1” x 6”), U-shaped 11-gauge mild steel staples. Add the following section: 800-1.8 Root Barriers. Root barriers shall be no less than 1m (39“) in width. Root barriers shall be “Biobarrier”, as manufactured by Reemay, Inc., 70 Old Hickory Boulevard, Old Hickory, TN 97138, Phone 615-847-7000, no substitutes will be accepted. 800-2 IRRIGATION SYSTEM MATERIALS. 800-2.1.3 Plastic Pipe for Use with Solvent Weld Socket or Threaded Fittings. Add the following: Except as provided in this section, all buried piping in the irrigation system shall be installed with underground utility marking tape conforming to the requirements of section 207-21 and identifying it Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 211 as reclaimed water. Intermittent pressure lines (lines on the downstream side of a controller valve that will not be subject to constant pressure) will not require underground utility marking tape. All PVC pipe used for irrigation systems shall be colored purple by the addition of a dye integral to the PVC. Painted pipe will not be accepted. Pressure mainline piping for sizes 50 mm (2”) and larger shall be PVC having a pressure rating of 2170 kPa (315 PSI), S.D.R. 13.5. Stenciled pipe is required for all irrigation system piping including portions not required to be marked with underground utility marking tape. All pipe shall have stenciling appearing on both sides of the pipe with the marking “Reclaimed Water” in 16 mm (5/8”) high letters repeated every 300 mm (12“). PVC non-pressure buried lateral line piping shall be PVC Schedule 40. Add the following section: 800-2.1.6 Brass Pipe and Fittings. Brass pipe shall be IPS standard weight 125 LB 85 percent copper and 15 percent zinc, trade designation seamless red brass pipe conforming to the requirements of ASTM B43-91. Brass pipe fittings and connections shall be Standard 125 LB class 85 percent red brass fittings and connections. 800-2.2.7 Valve Boxes. Add the following: All valve boxes shall be marked “RCV”, “BV” or “QC”, “PB” respectively. Remote control valves shall be marked with station numbers embossed on the valve cover with a brass tag. (RCV boxes shall have locking covers.) Other boxes such as pull boxes, etc., shall be marked with appropriate identification. Add the following section: 800-2.2.8 Ball Valves. Ball valves shall have bottom-loaded pressure-retaining stems, glass- reinforced seats, and reinforced TFE stem packing seals. Valves sizes 13 mm (½“) to 50 mm (2“) shall be pressure rated at 4140 kPa (600 PSI) WOG and 1030 kPa (150-PSI) saturated steam. Each valve shall be tested, air under water, in the opened and closed position by the manufacturer. Ball valve must conform to Federal Specification WW-V-35B, Type II, Class A, Style 3, End Connection A or C. Add the following section: 800-2.2.9 Pressure Regulator Valve. Pressure regulator valve shall be bronze body with screw fitting. Add the following section: 800-2.2.10 Wye Strainers. Wye strainers shall have a cast iron or all-bronze body with a removable stainless steel or monel strainer. Wye strainers shall be capable of withstanding a cold water working pressure of 1034 kPa (150 psi). Wye strainers at backflow preventer assemblies shall be equipped with a gate valve at the outlet. All other wye strainers shall be equipped with a garden valve at the outlet. The strainer screen for the wye strainer in a backflow preventer assembly shall have an open area equal to at least 3 times the cross-sectional area of the pipe based on an iron pipe size and shall be woven wire fabric with 850-µm mesh or perforated sheet with 1.14 mm (0.045”) diameter holes. All other wye strainers shall be equipped with 425-µm strainer screens. 800-2.3 Backflow Preventer Assembly. Add the following: Backflow preventers shall be one of the approved reduced pressure principle devices listed by the California Department of Health Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 212 Services, Division of Drinking Water and Environmental Management, 601 North 7th Street, Mailing Station (MS) 92, P.O. Box 942732, Sacramento, CA 94234-7320. 800-2.4 Sprinkler Equipment. Add the following: All sprinkler heads are to have factory built-in check valves or a check valve under each head. Drip assemblies shall meet the following requirements: The drip emitter shall be Pepco Quadra or Rainbird XERI-Bird-8 or approved equal as called on drawings, with four ports. Drip tubing for emitter outlets shall be Rainbird (RBT-160V), Salco, or approved equal. Drip tubing stakes shall be Rainbird No. RS-13, Salco, or approved equal. Bug cap for drip tubing shall be manufactured by Rainbird, Pepco, or approved equal. The drip pressure regulator shall be Rainbird, Netafim PVR, or approved equal. Drip emitter filter shall be Amiad, Rainbird, or approved equal. Drip emitter access boxes shall be Rainbird No. SEB-6X, Salco Subterranean Emitter Box, or approved equal. Check valves shall be of heavy-duty virgin PVC construction with FIP thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Antidrain valves shall be field adjustable against drain out from 1.5 m to 12 m (5’ to 40’) of head. All sprinkler heads that are without valves in the heads are to have an antidrain valve feature and shall have an excess flow feature, which will automatically stop the flow of water when it exceeds the GPM preset by the manufacturer. Check valves shall be King Bros., Rainbird, or approved equal. Backflow preventers shall be factory assembled and shall include 2 check valves, one pressure differential relief valve, 2 shut-off valves and 4 test cocks. Backflow preventer and valves shall be the same size as the pipeline in which they are installed, unless otherwise shown on the plans. Backflow preventer shut-off valves shall be manufactured from iron or bronze and shall be either resilient wedged gate valves, resilient seated and fully ported ball valves, or resilient seated butterfly valves. Threaded type shut-off valves shall be provided with a union on one side of each valve. Unions shall be brass or malleable iron. Add the following section: 800-2.4.1 Additional Equipment. Contractor shall provide the following items to the Engineer: 1. Two control valve keys. 2. Two wrenches for removing each different type of sprinkler head. 3. Two quick coupler keys. The keys and hose ells shall be of the same manufacturer as 4. the coupling valve. 5. Five keys for opening and locking each automatic controller and enclosure. Add the following section: 800-2.5 Flexible Hose. Flexible hose shall be nonrigid polyvinyl chloride (nonrigid PVC) hose conforming to the specifications of ASTM Designation: D 2287, Cell-type 6464500. Wall thicknesses of nonrigid PVC hose shall conform to Table 800-2.5(A) when determined in accordance with ASTM Designation: D 2122. TABLE 800-2.5(A) FLEXIBLE HOSE Hose Size-Nominal Minimum Wall Thickness* Range (Millimeters) (Inches) (Millimeters) (Inches) (Percent) 15 5/8 3.73 0.147 12 20 3/4 3.91 0.154 12 25 1 4.55 0.179 12 *as measured at any point on the cross section. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 213 The hose shall provide leak-free, non-separating connections suitable for the purpose intended when connected to the fittings specified herein. Fittings for flexible hose shall be injection molded PVC, Schedule 40, conforming to the specifications of ASTM Designation: D 2466. Fittings shall be solvent cemented type. Solvent cement for flexible hose and fittings shall be of commercial quality specifically manufactured for use with nonrigid PVC hose. Primer for flexible hose fittings shall be the same as specified for plastic pipe supply line fittings. 800-3 ELECTRICAL MATERIALS. 800-3.1 General. Add the following: All electrical materials shall conform to the requirements of the 1996 National Electrical Code. 800-3.2.2 Conductors. Add the following: Low voltage electric wiring running from controller to the automatic control valves shall be no smaller than No. 14 solid single conductor, copper wire, 0.015 mm (60 mil) insulation, 0.015 mm (60 mil) neoprene jacket, style UF (Direct Burial), or equal, color code wires to each valve. Neutral wires shall be white, no smaller than No. 12 solid single conductor wire, 0.015 mm (60 mil) insulation, 0.015 mm (60 mil) neoprene jacket, style UF (Direct Burial). 800-3.3 Controller Unit. Add the following: All controllers shall be grounded by one 19 mm (5/8”) diameter by 3 m (10’) long stainless steel grounding rod and a 50-ohm resistance lightning arrestor. SECTION 801 - INSTALLATION 801-2 EARTHWORK AND TOPSOIL PLACEMENT. 801-2.2.2 Fertilization and Conditioning Procedures. Add the following: The Contractor shall cultivate the surface of all areas to be planted or hydroseeded by discing, ripping or scarifying the finish grade. After cultivation the Contractor shall clear the planting areas of stones to the depth of cultivation and shall be rake the planting areas to a smooth friable and plantable surface. The Contractor shall cultivate all planting areas, except slopes steeper than 3-1/2:1 (horizontal to vertical), to a depth of 300 mm (12”). The planting areas that are slopes steeper than 3-1/2:1, shall be cultivated to a depth of 150 mm (6”). After cultivation, the soil amendments shown in table 801-2.2.2(A) shall be thoroughly blended 150 mm (6”) deep in all planting areas. Except for planting pits the cultivation depths are designated as the root area. Backfill for planting pits shall conform to the requirements of section 801-4.5. After surface preparation and application of the soil amendments shown in Table 801-2.2.2(A) the Contractor shall obtain a minimum of one test for each soil property listed in Tables 801-2.2.2(B) and 801-2.2.2(C) from each median planter, at least one test per 150 m (500’) from each parkway and for each hectare (2.5 acres) of hydroseeded area and shall submit the results of said tests to the Engineer. The Contractor shall then adjust the soil properties to the acceptable ranges of soil properties shown in Tables 801-2.2.2(B) and 801-2.2.2(C) using such materials and methods as may be necessary. Organic soil amendment materials shall not be included in the samples used Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 214 to determine compliance to the soil particle gradation requirements of Table 801-2.2.2(C). If adjustments are necessary, the soil shall be tested by the Contractor after such adjustments for each soil property listed in Table 801-2.2.2(B) and 801-2.2.2(C) to determine that the adjustments to the soil made by the Contractor result in soil properties within the acceptable range. The Contractor shall adjust the soil properties and show acceptable ranges prior to any planting or application of hydroseed slurry. Prior to the start of any planting or application of hydroseed slurry the surface and root area shall be evenly and thoroughly moistened to no less than 75 percent of field capacity. The Contractor shall certify, in writing, that the ground surface has been prepared in accordance with this section and shall request inspection by the Engineer prior to any planting or seeding. The Contractor shall obtain the Engineer’s approval before any planting or hydroseeding. TABLE 801-2.2.2(A) SOIL AMENDMENTS Soil Amendment Metric Application Rate Approx. U.S. Application Rate Agricultural Gypsum 500 g per square meter 100 lbs. per 1,000 square feet Iron Sulfate 50 g per square meter 10 lbs. per 1,000 square feet Calcium Carbonate Lime 500 g per square meter 100 lbs. per 1,000 square feet Organic Soil Amendment 0.04115 cubic meters per square meter (average depth 41 mm) 5 cubic yards per 1,000 square feet (average depth 1 5/8”) TABLE 308-2.2.2(B) SOIL PROPERTIES Soil Property Acceptable Range Test Method Repeatability Range of Test pH 6.5 to 7.3 Saturation Paste pH 0.1 pH Dissolved Salts (Ece) 4.0 dS m-1 Saturation Paste Soluble Salts 7% Liquid Limit N/A to 30 ASTM D 423 2 Plasticity Index NP to 10 ASTM D 424 2 TABLE 308-2.2.2(C) SOIL PARTICLE GRADATION Sieve Siize Percent Passing 19 mm (3/4”) 100 9.5 mm (3/8”) 95 - 100 4.75 mm (No. 4) 60 - 85 1.89 mm (No. 10) 40 - 75 475 m (No. 40) 35 - 70 75 m (No. 200) 30 - 70 For areas to receive planting of all types, excluding only hydroseeding, the Contractor shall amend the prepared soil by blending 200 g of 7-7-7 fertilizer per square meter (40 lbs. per 1,000 square feet) into the top 150 mm (6”) of soil after the completion of adjustment of soil properties and acceptance of the planting area by the Engineer. The Contractor shall apply post-plant 12-4-6 fertilizer at the rate of 20 pounds per 1,000 square feet, 30 days after planting and every 30 days through the end of the maintenance period. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 215 801-2.3 Finish Grading. Add following: The Contractor shall prepare the finish grade in hydroseed slope areas with a moderately rough texture to provide a suitable surface for adherence of the hydroseed mix. 801-4 PLANTING. 801-4.1 General. Add the following: The Contractor shall perform actual planting during those periods when weather and soil conditions are suitable and in accordance with locally accepted horticultural practice and as approved by the Engineer. No planting shall be done in any area until it has been satisfactorily prepared in accordance with these specifications. Soil moisture level prior to planting shall be no less than 75 percent of field capacity. The Contractor shall obtain the Engineer’s approval of planting pits before planting operations begin. For pit planted vegetation when the soil moisture level is found to be insufficient for planting, the Contractor shall fill the planting pits with water and allow them to drain before starting planting operations. No more plants shall be distributed in the planting area on any day than can be planted and watered on that day. The Contractor shall plant and water all plants as herein specified immediately after removal from their containers. Containers shall not be cut prior to placing the plants in the planting area. It shall be the responsibility of the Contractor to provide continuous horticultural services and temporary and/or permanent irrigation to all planted and hydroseeded areas so that the planted and hydroseeded vegetation is 100 percent healthy and thriving prior to, and throughout the, landscape maintenance period. 801-4.2 Protection and Storage. Add the following: The Contractor shall submit a sheltered and secure location for on-site plant storage area for the Engineer’s approval prior to the delivery of any plant materials. Any plant determined by the Engineer to be wilted, broken, or otherwise damaged shall be rejected at any time during the project, whether in the ground or not. All plants shall be handled by their containers. Any plant that has been handled by its trunk or stem shall be rejected. All rejected plants shall be removed from the site immediately. 801-4.3 Layout and Plant Location. Modify as follows: Planting areas shall be staked by the Contractor and the Contractor shall obtain the Engineer’s approval of the planting layout before planting operations begin. 801-4.5 Tree and Shrub Planting. Add the following: The Contractor shall amend the backfill for planting holes to a thoroughly blended mixture of clean loamy soil meeting the requirements of Tables 801-2.2.2(B) and 801-2.2.2(C) and then blend the amendments listed in Table 801-4.5(A) into the backfill for planting holes. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 216 TABLE 801-4.5(A) BACKFILL AND AMENDMENTS FOR TREE AND SHRUB PLANTING Soil Amendment Metric Application Rate Approx. U.S. Application Rate Agricultural Gypsum 18 kg per cubic meter 30 lbs. per cubic yard Iron Sulfate 600 g per cubic meter 1 lb. per cubic yard Calcium Carbonate Lime 6 kg per cubic meter 10 lbs. per cubic yard Organic Soil Amendment 0.67 cubic meters per cubic meter 2/3 cubic yards per cubic yard Planting Tablets 1 1 per 100 mm dia. pot container 1 per 4” dia. pot container Planting Tablets 1 2 per 19 liter container 2 per 5 gal. container Planting Tablets 1 1 per each 50 mm width of each box-size container 1 per each 2” width of each box-size container 1 Planting tablet requirements are not cumulative and apply to the size container indicated Pruning shall be limited to the minimum necessary to remove injured twigs and branches, and to compensate for loss of roots during transplanting, but never to exceed one-tenth the branching structure. Pruning may be done only with the approval of, and in the presence of, the Engineer. Cuts over 19 mm (¾“) shall be painted with an approved tree wound paint. Add the following section: 801-4.5.1 Root Barriers. Root barriers shall conform to section 212-1.8, Root Barriers. The Contractor shall install root barriers continuously at the edges of all median planter areas. The top of the root barrier shall be 25 mm (1”) below the finish grade of the planted area. The bottom of the root barrier shall be installed 520 mm (201/2“)below the finish grade of the planted area. Install as indicated on the plans, eliminating any breaks in the barrier by providing at least 150 mm (6”) of overlap at splices or damaged areas. Splices and repair patches shall be stitched to the root barrier material by a running stitch of no less than 6 1 stitches per 25 mm (1”). 801-4.6 Plant Staking and Guying. Add the following: The Contractor shall install all boxed trees per drawings L-1 and L-2 of the San Diego Regional Standard Drawings unless details shown on the project plans differ therefrom. 801-4.8.2(b) Method B. Add the following: The Contractor shall prepare hydroseeding slurry on the job site. Slurry additives shall arrive at the site in bags sealed and properly identified by the manufacturer. All specified additives and water shall be added on the job site at the rates specified and shall be thoroughly mixed at the job site. The Contractor shall add seed to the slurry after the fiber mulch has been thoroughly incorporated. The Contractor shall spray all areas with a uniform, visible coat using the green color of the mulch as a guide. The Contractor shall apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the mulch fibers to built on each other until a good coat is achieved and the material is spread, evenly, at the required rate per area. The Contractor shall use care not to drag spray hoses over container planted material and shall attempt to spray from the edges of the planting areas wherever possible. Any slurry mixture which has not been applied to the planting areas within four (4) hours after mixing is be rejected and removed from the project at the Contractor's expense. Any slurry spilled into areas outside the limits of work shall be cleaned up at the Contractor's expense to the satisfaction of the Engineer. The Contractor shall assure that the site is properly prepared. The Contractor shall repair all tire ruts created by the equipment. Areas needing grading repair prior to hydroseeding shall be blended and floated to match surrounding grades. Areas having less than 80% plant coverage within thirty (30) days Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 217 after the initial application shall be reseeded every twenty (20) days until 80% of the ground surface is evenly covered by hydroseeded or subsequently reseeded growth. Add the following section: 801-4.8.3.1 Weed Eradication. The Contractor shall water all irrigated areas to be hydroseeded for three (3) weeks prior to hydroseeding to allow for germination of the weed seeds. The Contractor shall spray all weeds with a post emergent herbicide immediately after the completion of the three week irrigation period. After two (2) weeks, the Contractor shall again eradicate the weeds and complete the preparation of the soil prior to the application of the hydroseed mixes. Add the following section: 801-4.10 Erosion Control Matting Installation Add the following section: 801-4.10.1 General. Before installation of erosion control matting the Contractor shall complete all soil preparation, fine grading, and hydroseeding of the areas to receive erosion control matting. Add the following section: 801-4.10.2 Coordination with Hydroseeding. Erosion control matting shall be installed by the Contractor immediately after the first application of hydroseed materials. In all cases the Contractor shall place the erosion control matting within three days after the first hydroseed material application. Should any seed in the hydroseed materials begin to germinate within the three-day period after application or before the installation of the erosion control matting, the installation of the erosion control matting shall be considered as late and the Contractor shall disc the hydroseed materials into the top 100m (4”) of the underlying soil, condition the soil for hydroseeding, apply hydroseeding materials at the rates and of the type specified and then install the erosion control matting. No additional payment will be made for second or subsequent hydroseed applications resulting from late installation of erosion control matting. Add the following section: 801-4.10.3 Installation. The Contractor shall install erosion control matting using the following techniques: 1. Begin at the top of the slope by placing the erosion control matting into a 150 mm (6“) wide by 150 mm (6“) deep trench with the end of the matting laid flat in the bottom of the trench 2. Anchor the end of the erosion control matting with erosion control mat staples spaced no more than 300 mm (12”) on centers placed at the intersection of the bottom and the downhill vertical face of the trench. 3. Roll the erosion control matting down the slope. 4. Staple the erosion control matting on an alternating grid consisting of three across and two across lines of staples in horizontal lines spaced 900mm (3’) on centers. 5. Erosion control mat so stapled shall be spaced such that no less than 1 ¾ staples per square meter (1½ staples per square yard) are provided to anchor the erosion control matting. 6. Start the adjacent erosion control mat as in Item 1. of this section, overlapping the previously placed mat by no less than 50 mm (2”). 7. Staple placement may be such as to use the staples used to secure the adjacent mat to secure both mats along their edges. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 218 801-5 IRRIGATION SYSTEM INSTALLATION. 801-5.1 General. Add the following: The Contractor shall apply irrigation water as often and in sufficient amounts, as conditions may require, to germinate and establish the seed and keep the container plants healthy and growing. The Contractor shall lay out lines, valves, and other underground utilities and receive the approval of the Engineer before digging trenches. The Contractor shall be responsible for damages caused by its operations. Connections shall be made at approximately the locations shown on the drawings. The Contractor shall be responsible for unapproved changes. Permission to shut off any existing in-use water lines must be obtained 48 hours in advance, as to the date, time and exact length of time of each shut-off. The Contractor shall demonstrate that the entire irrigation system is under full automatic operation for a period of seven days prior to any planting. 801-5.3 Irrigation Pipeline Installation. Add the following: The Contractor shall install all pressure main line piping from the irrigation system so as to maintain 3.1 m (10’) minimum horizontal separation from all potable water piping. Where reclaimed and potable water pressure mainline piping cross, the reclaimed water piping shall be installed below the potable water piping, sleeved in a pressure rating of 200 PSI SDR 21 “Alertline” PVC sleeve which extends a minimum of 3.1 m (10’) on either side of the potable water piping and be located to provide a minimum vertical clearance of 300 mm (12”) between the reclaimed and potable water lines. Conventional (white) PVC pipe Schedule 40 may be used for sleeving material if it is taped along its entire length with 75 mm (3“) wide purple warning tape which reads “Caution Reclaimed Water”. For trenching through areas where topsoil has been spread, the Contractor shall deposit topsoil on one side of trench and subsoil on opposite side. Subsoil shall be free of all rocks 13 mm (½“) in diameter or larger, debris, and litter, prior to use as backfill. The Contractor shall repair any leaks and replace all defective pipe or fittings until lines meet test requirements. The Contractor shall not cover any lines until they have been inspected and approved by the Engineer for tightness, quality of workmanship, and materials. The Contractor shall not be backfill trenches until all required tests and observations are performed. Observations include sprinkler heads, all fittings, lateral and mainline pipe, valves, and direct burial wire. 801-5.3.3 Plastic Pipeline. Add the following: The Contractor shall store all pipe and fittings under cover until used, and all pipe and fittings shall transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. Pipe ends and fittings shall be wiped with MEK, or equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. The Contractor shall center load pipe with small amount of backfill to prevent arching and slipping under pressure. Joints shall be exposed for inspection during testing. Plastic-to-plastic joints shall be solvent-welded, using only solvent recommended by pipe manufacturer. Add the following section: 801-5.3.5 Installation of Brass Pipe. The Contractor shall cut brass piping by power hacksaw, circular cutting machine using an abrasive wheel, or hand hacksaw. No piping shall be cut with metallic wheel cutter of any description. The Contractor shall ream and remove rough edges or Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 219 burrs on all pipe so that smooth and unobstructed flow is obtained, place Teflon tape, Teflon dope, or approved equal on male threads only, and tighten to prevent any leakage. The Contractor shall tighten screwed joints with tongs or wrenches. Caulking is not permitted. Add the following section: 801-5.6. Valves. add the following: The Contractor shall install each control valve in a separate valve box with a minimum of 300 mm (12”) separation between valves and 150 mm (6”) from any fixed object or structure. Add the following section: 801-5.3.6 Valve Boxes. The Contractor shall install no more than one valve per box. All boxes are to be marked as to the type of valve. Remote control valve boxes shall also indicate control station number. Add the following section: 801-5.3.7 Backflow Preventer. The Contractor shall install backflow preventer assembly in accordance with manufacturer's specifications and as directed on drawings. Exact location and positioning shall be verified on the site by the Engineer. 801-5.3.8 Sprinkler Head Adjustment. Add the following: The Contractor shall flush and adjust all irrigation heads and valves for optimum performance and to prevent overspray onto walks, roadways buildings, walls, and other structures. Add the following section: 801-5.3.9 Drip Assembly. The Contractor shall install drip emitter filter on the supply side of all electric pressure regulating control valve for all emitter systems. The Contractor shall install a flush valve on the discharge side of all drip laterals. 801-5.6 Automatic Control System Installation. Add the following: The Contractor shall install all portions of the electrical installation with materials and methods conforming to the requirements of the 1996 National Electrical Code. The Contractor shall provide no less than one control wire and one common ground wire to service each valve in system. 801-5.6.1 Sprinkler Coverage Test. Add the following: This test shall be accomplished before any ground cover is planted. 801-6 MAINTENANCE AND PLANT ESTABLISHMENT. Add the following: For hydroseeded areas, median planting and mitigation area, The Contractor shall maintain said areas for period of no less than 120 days or until final acceptance of the project, whichever is the greater. Mowing is not required for hydroseeded areas. The Contractor shall provide complete landscape maintenance of all planted areas. The work shall include, but not be limited to, watering, litter control, weed control, stake repair, cultivating, supplementary fertilization, repair of irrigation systems, and control of diseases and pests. The Contractor shall submit a written plan to control weeds, disease, and pest infestations in the planting areas. The submittal shall conform to the requirements for shop drawings as specified in section 2-5.3 et seq. of the specifications. The Engineer shall approve all methods and materials for such control. Upon approval, the Contractor shall implement the control measures, exercising extreme caution in using pesticides and taking all Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 220 steps to ensure the safety of the public. Only licensed personnel will be permitted to perform toxic spraying work. During the plant establishment period, the Contractor shall furnish sufficient workers and equipment on a daily basis to perform the work required by this section. Any day when the Contractor fails to adequately carry out specified maintenance work, as determined necessary by the Engineer, will not be credited as one of the plant establishment days. All planting areas which are damaged by construction shall be repaired by the Contractor within twenty (20) days following completion of construction in such. The Contractor shall repair such damaged areas. The repair shall consist of bringing the damaged area back to final grade, preparing the soil, replanting the area with the same vegetation as originally specified, and maintaining the area to achieve acceptable plant establishment. The Contractor shall provide temporary irrigation for hydroseeded areas for a minimum of 120 days to ensure adequate plant establishment. Towards the end of the maintenance period, the Contractor shall gradually reduce the amount of irrigation to allow plant adaptation to non-irrigated conditions. Upon the approval of the engineer, the temporary irrigation system shall be shut off at the end of the maintenance period. The hydroseeded areas must have their growth of 80% established and the coverage must be evenly successful over the entire hydroseeded area and adequate to prevent erosion no less than 30 days before the end of the maintenance period. Should the coverage not be achieved the maintenance period shall be extended until the required coverage is achieved plus an additional 30 day period. The Contractor shall call for a final inspection 30 days before the end of the maintenance period and at the end of the maintenance period. Failure to pass inspection will result in an extension of the maintenance period. The Contractor shall continue to provide maintenance for such time necessary to obtain conformance to the specifications. 801-8 PAYMENT. Add the following: The lump-sum or unit prices set forth in the contract documents shall include, but not be limited to, full compensation for furnishing all labor, materials, tools, and equipment and performing all work necessary to complete, maintain, and guarantee the planting and irrigation work described or specified in the contract documents, including soils testing and recommended soil amendments, seed and hydroseed slurry, tree stakes, bark mulch, erosion control matting, plant materials, temporary irrigation and permanent irrigation, including reduced-pressure back-flow preventer, ball valves, drip valve assembly, electric control valves, quick couplers, control wires, pull boxes, valve boxes, all piping and sleeves, electrical conduits, irrigation heads, drip emitters, bubblers, drip irrigation equipment, connection from electrical service to irrigation electrical meter, connection from meter to irrigation controller(s), installation of controller enclosure, concrete pads, preparation, correction, reproduction and lamination of “as-built” drawings, controller charts, assembly and submittal of the check list and operation and maintenance manuals and all appurtenances to the aforementioned items, as well as 120 days' maintenance and project guarantees. After completion of the project, the Engineer will retain $12,000 of the total contract amount, and will subsequently disburse the $12,000 to the Contractor on a monthly basis of $3,000 per month. The Engineer reserves the right to stop payment until all punch list submitted to the Contractor every month are completed. Add the following section: 801-9 GUARANTEE. The Contractor shall guarantee all 600 mm (24”) box trees installed under the contract to live and grow for one year from the day of final acceptance of the contract work. The Contractor shall guarantee all other plant material, including ground covers to live and grow for a period of 30 days from the last day of the maintenance period or final acceptance of the contract work, whichever is the later. The Contractor shall replace, at its expense, all plant material found to be dead, missing, Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 221 or in poor condition during the maintenance period within 5 days of discovery of such plant material. The Engineer shall be the sole judge as to the condition of the plant material. Plant material found to be dead or in poor condition within the guarantee period shall be replaced by the Contractor, at its expense, within 15 days of written notification. Replacements shall be made to the same specifications required for the original plantings. The Contractor shall submit written vegetation, planting and irrigation guarantee in approved form that all work showing defects in materials or workmanship will be repaired or replaced at no cost to the Engineer for a period of one year from the date of acceptance by the Engineer. The Guarantee form shall be retyped on the Contractor's letterhead and contain the following verbiage: “Guarantee For Vegetation, Planting and Irrigation System For (Project Name) We hereby guarantee that the vegetation, planting and irrigation system we have furnished and installed for (project name) is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications. We agree to repair or replace any defect in vegetation, material or workmanship, including that due to ordinary wear and tear, which may develop during the periods specified in section 308-7 of the Standard Specifications and the Special Provisions of said project from date of completion of the Work or termination of any maintenance period, whichever is the later, and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Agency. This guarantee does not extend to unusual abuse or neglect that may occur subsequent to the date of completion of the Work or termination of any maintenance period, whichever is the later. We shall make such repairs or replacements within a reasonable time, as determined by the Engineer, after receipt of written notice. In the event of failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Engineer, we authorize the Engineer to proceed to have said repairs or replacements made at our expense, and we will pay the costs and charges therefore upon demand. Project: (Project Name) Location: (Legal Description of Project Property) Name of Contractor: Address: (Of Contractor) Telephone: (Of Contractor) By: (Typed or printed names of signing Officer(s) of the Contractor authorized to bind the Contractor in legal matters) Title: (Of said officer(s)) Signature(s) Date of Execution:“ Add the following section: 801-9.1 Record Drawings. In addition to the requirements of section 2-5.4, herein, the Contractor shall prepare record drawings that show all changes in the work constituting departures from the original contract drawings, including those involving both constant-pressure and intermittent-pressure lines and appurtenances. The Contractor shall accurately record, on a daily basis, on one set of blue line prints of the irrigation drawings, all changes in work constituting departures from the original contract drawings, including changes in both pressure and nonpressure line. The Contractor shall post information on record drawings no later than the next working day after the work is installed. The Contractor shall record changes and dimensions in a legible and professional manner. When the drawings are approved by the Engineer the Contractor shall transfer Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 222 all information to a set of reproducible photo mylar drawings. Items required to be shown shall be dimensioned by the Contractor from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement). The accuracy of location of all items to be shown on the drawings shall be 150 mm (6”) in both the vertical and horizontal planes. All text and numerals placed on drawings shall be 0.30 mm (1/8”) in size. Facilities and items to be located in their horizontal and vertical positions and shown on the record drawings include all: a) Point(s) of connection, for water and electrical services b) Routing of irrigation pressure mainlines c) Backflow preventors d) Ball, gate and check valves e) Irrigation control valves. f) Quick coupler valves g) Routing of service wires h) Routing of control wires i) Electrical service equipment j) Electrical junction boxes k) Irrigation controllers l) Sleeves for future connections m) Other equipment of a similar nature (as directed by the Engineer). The Contractor shall keep the blue print drawings available for the Engineer’s inspection at any time. The Contractor shall make all changes to reproducible drawings in waterproof black ink (no ball point pen). Changes in dimensions shall be recorded in a legible and professional manner. Record construction drawings shall be maintained at the job site during construction. The Contractor shall provide one set of mylar "record" drawings to the Engineer after submitting blueline prints of the proposed "record" drawings for, and obtaining their approval by, the Engineer. Add the following section: 801-9.2 Controller Chart. The Contractor shall prepare record drawings which shall be submitted to the Engineer for approval by the Engineer before charts are prepared. The Contractor shall provide one controller chart of the maximum size the controller door will allow, for each controller supplied, showing the area covered by that automatic controller. The chart shall be a reduction of the actual record system drawing with a legend to explain all symbols. If the controller sequence is not legible when the drawing is reduced, The Contractor shall enlarge it to a size that will be readable when reduced. The Contractor shall photocopy the chart, with a pastel transparent color used to show area of coverage for each station. When completed and approved, the Contractor shall hermetically seal the chart between two pieces of plastic, each piece being a minimum 20 mils thick. The Contractor shall complete the charts and obtain the Engineers approval prior to final inspection of the irrigation system. Add the following section: 801-9.3 Operation and Maintenance Manuals. The Contractor shall prepare and deliver to the Engineer, within 10 calendar days prior to completion of construction, all required and necessary descriptive material in complete detail and sufficient quantity, properly prepared in four individual bound copies. The descriptive material shall describe the material installed in sufficient detail to permit qualified operating personnel to understand, operate, and maintain all equipment. The Contractor shall include spare parts list and related manufacturer information for each equipment item installed. Each manual shall include the following: a) Index sheet stating Contractor's address and telephone number. b) Duration of Guarantee period. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Page 223 c) List of equipment, with names and addresses of manufacturer's local representative. d) Complete operating and maintenance instructions on all major equipment. e) In addition to the maintenance manuals, the Contractor shall provide the agency maintenance personnel with instructions for major equipment and show written evidence to the Engineer at the conclusion of the work that this service has been rendered. Add the following section: 801-9.4 Check List. The Contractor shall complete and forward signed and dated checklist to the Engineer before final acceptance of project. the following checklist at the end of the project, using the format shown: a) Plumbing permits (if none required, so note) b) Materials approval c) Pressure mainline test (by whom, and date) d) Record drawings completed (received by, and date) e) Controller chart completed (received by, and date) f) Materials furnished (received by, and date) g) Operation and maintenance manuals furnished (received by, and date) h) System and equipment operation instructions (received by, and date) i) Manufacturer warranties (received by, and date) j) Written guarantee by Contractor (received by, and date) Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Appendix A Resident Notification - Doorhanger Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Park Drive Slope Repair and Drainage Improvements Access for residents will be maintained. Lane closures will be in place, but traffic will be maintained at all times during construction. Street parking and sidewalk access will be restricted on some parts. Please watch for construction signs. Crews will work to minimize noise and dust. City of Carlsbad | 442-339-2780 | cmi@carlsbadca.gov CarlsbadWorks NOTICE June 2024 to January 2025 Monday - Friday 7:30 a.m. - 4:30 p.m.* Please use caution around the work area. Thank you for your patience. A City of Carlsbad contractor is scheduled to do slope and drainage improvements along Park Drive near Marina Drive. *Schedule may change due to weather and other unforeseen factors Jason Merritt Wright Construction Engineering Corp 941-321-0535 jmerritt@wcec.net Project contact City of Carlsbad | 442-339-2780 | cmi@carlsbadca.gov CarlsbadWorks NOTICE *Schedule may change due to weather and other unforeseen factors Project contact Park Drive Slope Repair and Drainage Improvements Access for residents will be maintained. Lane closures will be in place, but traffic will be maintained at all times during construction. Street parking and sidewalk access will be restricted on some parts. Please watch for construction signs. Crews will work to minimize noise and dust. June 2024 to January 2025 Monday - Friday 7:30 a.m. - 4:30 p.m.* Please use caution around the work area. Thank you for your patience. A City of Carlsbad contractor is scheduled to do slope and drainage improvements along Park Drive near Marina Drive. Jason Merritt Wright Construction Engineering Corp 941-321-0535 jmerritt@wcec.net Federal Aid Project No: CPFCDSL 5308(025)Page 1 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Appendix B Utility Shutdown Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 UTILITY SHUTDOWN/ CONNECTION REQUEST E-28 Public Works Construction Management & Inspection 1635 Faraday Ave 442-339-2780 www.carlsbadca.gov DATE OF SHUTDOWN / CONNECTION _____________LOCATION (ADDRESS) _______________________________ DESCRIPTION OF LOCATION (CROSS STREET, ETC.) ___________________________________________________ DATE OF SUBMISSION ____________ CONTRACTOR’S NAME _____________________ PHONE ________________ CONTRACTOR’S ONSITE REPRESENTATIVE ___________________________________ MOBILE _______________ ROW PERMIT NO. __________________ NAME OF CITY INSPECTOR ______________________________________ TYPE OF CONNECTION SEWER ______ WATER ______ RECYCLED ______ WET TAP _______ TURN ON ______ SHUT DOWN _________ SHUT DOWN DURATION (MILITARY TIME): START ____________ FINISH ____________ TOTAL HOURS ________ SERVICES EFFECTED _____________________________________________________________________________ MATERIAL / EQUIPMENT TO BE USED _______________________________________________________________ DESCRIPTION OF WORK __________________________________________________________________________ ________________________________________________________________________________________________ PLEASE READ BELOW 1. Request must include a DETAILED CONSTRUCTION DRAWING showing proposed construction. (See other side for details) 2. Submission of this request shall be a minimum of two weeks prior to desired shutdown/connection date. 3. If the weather or a situation develops where the time of shutdown is not feasible, a new shutdown time shall be resubmitted to the district for approval. 4. Temporary water supply shall be only from an approved and accepted CMWD line. 5.Contractor may not operate CMWD VALVES OR APPURTENANCES. Only CMWD representatives are authorized to operate valves and appurtenances. 6. There shall be NO SHUTDOWNS MONDAYS, FRIDAYS, WEEKENDS OR CITY HOLIDAYS. 7. The contractor’s representative, identified above, must be onsite during the entire duration of the shutdown. The contractor’s representative must have the authority to act on the company’s behalf. CONSTRUCTION MANAGEMENT AND INSPECTION 1635 FARADAY AVE CARLSBAD, CALIFORNIA 92008 TEL. NO. (442) 339-2780 E-28 Page 1 of 2 REV 07/23 Federal Aid Project No: CPFCDSL 5308(025) Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 CONTRACTOR INSTRUCTIONS – PLEASE READ BEFORE SUBMITTING 1. Shutdown and connection requests will not be processed unless a DETAILED CONSTRUCTION DRAWING IS ATTACHED showing the proposed construction plan. (See example below.) 2. Utility shutdown and connection requests must be submitted to the Construction Management & Inspection Project Inspector TWO WEEKS (MIN.) prior to the requested shutdown or connection date. 3. Scheduling: Prior to start of work, there shall be a MINIMUM OF TWO WEEKS NOTICE GIVEN TO CARLSBAD MUNICIPAL WATER DISTRICT. 4. Connections will not be permitted unless passing BACTERIOLOGICAL TEST RESULTS are attached (required for all potable use lines). 5. If the weather or a situation develops where the time of shutdown is not feasible, a new shutdown time shall be resubmitted for approval. 6. All temporary water connections and supply lines shall be approved and accepted by CMWD. 7.Contractor may not operate CMWD VALVES OR APPURTENANCES. Only CMWD representatives are authorized to operate valves and appurtenances. 8. There shall be NO SHUTDOWNS MONDAYS, FRIDAYS, WEEKENDS OR CITY HOLIDAYS. 9. The contractor’s authorized representative (listed on the front) must be onsite during the entire duration of the shutdown. The contractor’s authorized representative must have the authority to act on the company’s behalf. 10. If the contractor has a preferred connection date, please note within this submittal. 11. The City/District reserves the right to change the schedule. Example of construction plan E-28 Page 2 of 2 REV 07/23 Federal Aid Project No: CPFCDSL 5308(025) Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Appendix C CALTRANS Local Area Procedures Manual Exhibit 12-G Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Exhibit 12-G Required Federal-Aid Contract Language Local Assistance Procedures Manual Page 1 of 21 October 2023 EXHIBIT 12-G: REQUIRED FEDERAL-AID CONTRACT LANGUAGE (For Local Assistance Construction Projects) The following language must be incorporated into all Local Assistance Federal-aid construction contracts. The following language, with minor edits, was taken from the Code of Federal Regulations. MAINTAIN RECORDS AND SUBMIT REPORTS DOCUMENTING YOUR PERFORMANCE UNDER THIS SECTION 1.DISADVANTAGED BUSINESS ENTERPRISES (DBE) ..................................................................................... 2 A.Nondiscrimination Statement ............................................................................................................... 3 B.Contract Assurance ............................................................................................................................... 3 C.Prompt Progress Payment .................................................................................................................... 3 D.Prompt Payment of Withheld Funds to Subcontractors ................................................................... 3 E.Termination and Replacement of DBE Subcontractors..................................................................... 4 F.Commitment and Utilization ................................................................................................................. 6 G.Running Tally of Attainments ............................................................................................................... 7 H.Commercially Useful Function ............................................................................................................. 7 I. Use of Joint Checks .............................................................................................................................. 8 2.BID OPENING ...................................................................................................................................................... 9 3.BID RIGGING ....................................................................................................................................................... 9 4.CONTRACT AWARD ........................................................................................................................................... 9 5.CONTRACTOR LICENSE .................................................................................................................................... 9 6.CHANGED CONDITIONS .................................................................................................................................... 9 A.Differing Site Conditions ....................................................................................................................... 9 B.Suspensions of Work Ordered by the Engineer ................................................................................. 9 C.Significant Changes in the Character of Work ................................................................................. 10 7.BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES ........................................ 10 8.BUY AMERICA ................................................................................................................................................... 10 9.QUALITY ASSURANCE .................................................................................................................................... 11 10. PROMPT PAYMENT .......................................................................................................................................... 12 11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS .......................... 12 12. FEMALE AND MINORITY GOALS .................................................................................................................... 12 13. TITLE VI ASSURANCES.................................................................................................................................... 14 14. FEDERAL TRAINEE PROGRAM ...................................................................................................................... 19 15.PROHIBITION OF CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE EQUIPMENT ANDSERVICES .......................................................................................................................................................... 20 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 2 of 21 October 2023 1.DISADVANTAGED BUSINESS ENTERPRISES (DBE) The contractor, subrecipient or subcontractor shall take necessary and reasonable steps to ensure that DBEshave opportunity to participate in the contract (49 CFR 26). To ensure equal participation of DBEs provided in 49CFR 26.5, the Agency shows a contract goal for DBEs. The prime contractor shall make work available to DBEsand select work parts consistent with available DBE subcontractors and suppliers. The prime contractor shall meet the DBE goal shown elsewhere in these special provisions or demonstrate thatthey made adequate Good Faith Efforts (GFE) to meet this goal. An adequate GFE means that the bidder mustshow that it took all necessary and reasonable steps to achieve a DBE goal that, by their scope, intensity, andappropriateness to the objective, could reasonably be expected to meet the DBE goal. If the DBE goal is not met, the contractor needs to complete and submit the DBE GFE documentation asdescribed in Local Assistance Procedures Manual (LAPM) Chapter 9, Section 9.8 within 5 (five) days of bidopening. It is the prime contractor’s responsibility to verify that the DBE firm is certified as a DBE on the date of bidopening by using the California Unified Certification Program (CUCP) database and possesses the most specificavailable North American Industry Classification System (NAICS) codes and Work Code applicable to the type ofwork the firm will perform on the contract. Additionally, the prime contractor is responsible to document thisverification by printing out the CUCP data for each DBE firm. A list of DBEs certified by the CUCP can be foundat: https://dot.ca.gov/programs/civil-rights/dbe-search. DBE participation will only count toward the California Department of Transportation’s federally mandatedstatewide overall DBE goal if the DBE performs a commercially useful function under 49 CFR 26.55. Credit for materials or supplies the prime contractor purchases from DBEs counts towards the goal in thefollowing manner: •100 percent counts if the materials or supplies are obtained from a DBE manufacturer. •60 percent counts if the materials or supplies are obtained from a DBE regular dealer. •Only fees, commissions, and charges for assistance in the procurement and delivery of materials orsupplies count if obtained from a DBE that is neither a manufacturer nor regular dealer. 49 CFR 26.55defines "manufacturer" and "regular dealer." The prime contractor receives credit towards the goal if they employ a DBE trucking company that performs a commercially useful function as defined in 49 CFR 26.55(d) as follows: •The DBE must be responsible for the management and supervision of the entire trucking operation forwhich it is responsible on a particular contract, and there cannot be a contrived arrangement for thepurpose of meeting DBE goals. •The DBE must itself own and operate at least one fully licensed, insured, and operational truck used on the contract. •The DBE receives credit for the total value of the transportation services it provides on the Contractusing trucks it owns, insures, and operates using drivers it employs. •The DBE may lease trucks from another DBE firm, including an owner-operator who is certified as aDBE. The DBE who leases trucks from another DBE receives credit for the total value of thetransportation services the lessee DBE provides on the Contract. •The DBE may also lease trucks from a non-DBE firm, including from an owner-operator. The DBE thatleases trucks equipped with drivers from a non-DBE is entitled to credit for the total value of transportation services provided by non-DBE leased trucks equipped with drivers not to exceed thevalue of transportation services on the contract provided by DBE-owned trucks or leased trucks with DBE employee drivers. Additional participation by non-DBE owned trucks equipped with driversreceives credit only for the fee or commission it receives as a result of the lease arrangement. •The DBE may lease trucks without drivers from a non-DBE truck leasing company. If the DBE leases trucks from a non-DBE truck leasing company and uses its own employees as drivers, it is entitled tocredit for the total value of these hauling services. Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 3 of 21 October 2023 •A lease must indicate that the DBE has exclusive use of and control over the truck. This does notpreclude the leased truck from working for others during the term of the lease with the consent of theDBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucksmust display the name and identification number of the DBE. A.Nondiscrimination Statement The contractor, subrecipient or subcontractor will never exclude any person from participation in, deny any person the benefits of, or otherwise discriminate against anyone in connection with the award and performance of any contract covered by 49 CFR 26 on the basis of race, color, sex, or national origin. In administering the Local Agency components of the DBE Program Plan, the contractor, subrecipient or subcontractor will not, directly, or through contractual or other arrangements, use criteria or methods of administration that have the effect of defeating or substantially impairing accomplishment of the objectives of the DBE Program Plan with respect to individuals of a particular race, color, sex, or national origin. B.Contract Assurance Under 49 CFR 26.13(b): The contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR 26 in the award and administration of federal-aid contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: (1)Withholding monthly progress payments; (2)Assessing sanctions; (3)Liquidated damages; and/or (4)Disqualifying the contractor from future bidding as non-responsible. C.Prompt Progress Payment In accordance with California Business and Professions Code section 7108.5, the prime contractor or subcontractor shall pay to any subcontractor, not later than seven days after receipt of each progress payment, unless otherwise agreed to in writing, the respective amounts allowed the contractor on account of the work performed by the subcontractors, to the extent of each subcontractor’s interest therein. In the event that there is a good faith dispute over all or any portion of the amount due on a progress payment from the prime contractor or subcontractor to a subcontractor, the prime contractor or subcontractor may withhold no more than 150 percent of the disputed amount. Any violation of this requirement shall constitute a cause for disciplinary action and shall subject the licensee to a penalty, payable to the subcontractor, of 2 percent of the amount due per month for every month that payment is not made. In any action for the collection of funds wrongfully withheld, the prevailing party shall be entitled to his or her attorney’s fees and costs. The sanctions authorized under this requirement shall be separate from, and in addition to, all other remedies, either civil, administrative, or criminal. This clause applies to both DBE and non-DBE subcontractors. D.Prompt Payment of Withheld Funds to Subcontractors The Agency may hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the Agency, of the contract work, and pay retainage to the prime contractor based on these acceptances. The Agency shall designate one of the methods below in the contract to ensure prompt and full payment of any retainage kept by the prime contractor or subcontractor to a subcontractor. The Agency shall include either Method 1, Method 2, or Method 3 below and delete the other two. Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 4 of 21 October 2023 Method 3: The Agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the Agency of the contract work and pay retainage to the prime contractor based on these acceptances. The prime contractor or subcontractor shall return all monies withheld in retention from all subcontractors within seven (7) days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the Agency. Any delay or postponement of payment may take place only for good cause and with the Agency’s prior written approval. Any violation of these provisions shall subject the violating prime contractor or subcontractor to the penalties, sanctions, and other remedies specified in Section 7108.5 of the California Business and Professions Code and Section 10262 of the California Public Contract Code. This requirement shall not be construed to limit or impair any contractual, administrative or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the contractor; deficient subcontractor performance and/or noncompliance by a subcontractor. This clause applies to both DBE and non-DBE subcontractors. Any violation of these provisions of Prompt Progress Payment and Prompt Payment of Withheld Funds to Subcontractors shall subject the violating prime contractor or subcontractor to the penalties, sanctions and other remedies specified therein. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor. E.Termination and Replacement of DBE Subcontractors The prime contractor shall utilize the specific DBEs listed to perform the work and supply the materials for which each is listed unless the contractor obtains the Agency’s written consent. The prime contractor shall not terminate or replace a listed DBE for convenience and perform the work with their own forces or obtain materials from other sources without prior written authorization from the Agency. Unless the Agency’s prior written consent is provided, the contractor shall not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE on the Exhibit 15-G Construction Contract DBE Commitment form, included in the Bid. Termination of DBE Subcontractors After a contract with a specified DBE goal has been executed, termination of a DBE may be allowed for the following, but not limited to, justifiable reasons with prior written authorization from the Agency: 1.Listed DBE fails or refuses to execute a written contract based on plans and specifications for theproject. 2.The Local Agency stipulated that a bond is a condition of executing the subcontract and the listed DBEfails to meet the Local Agency’s bond requirements. 3.Work requires a contractor's license and listed DBE does not have a valid license under ContractorsLicense Law, or is not properly registered with the California Department of Industrial Relations as apublic works contractor. 4.Listed DBE fails or refuses to perform the work or furnish the listed materials (failing or refusing to Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 5 of 21 October 2023 perform is not an allowable reason to remove a DBE if the failure or refusal is a result of bad faith or discrimination). 5.Listed DBE's work is unsatisfactory and not in compliance with the contract. 6.Listed DBE is ineligible to work on the project because of suspension or debarment. 7.Listed DBE becomes bankrupt or insolvent or exhibits credit unworthiness. 8.Listed DBE voluntarily withdraws with written notice from the Contract 9.Listed DBE is ineligible to receive credit for the type of work required. 10.Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the Contract. 11.The Agency determines other documented good cause. To terminate a DBE or to terminate a portion of a DBE's work, the contractor must use the following procedures: 1.Send a written notice to the DBE of Contractor’s intent to use other forces or material sources and include one or more justifiable reasons listed above. Simultaneously send a copy of this written notice tothe Agency. The written notice to the DBE must request they provide any response within five (5) business days to both the Contractor and the Agency by either acknowledging their agreement ordocumenting their reasoning as to why the use of other forces or sources of materials should not occur. 2.If the DBE does not respond within 5 business days, Contractor may move forward with the request as ifthe DBE had agreed to Contractor’s written notice. 3.Submit Contractor’s DBE termination request by written letter to the Agency and include: •One or more above listed justifiable reasons along with supporting documentation. •Contractor’s written notice to the DBE regarding the request, including proof of transmission andtracking documentation of Contractor’s written notice •The DBE's response to Contractor’s written notice, if received. If a written response was notprovided, provide a statement to that effect. The Agency shall respond in writing to Contractor’s DBE termination request within 5 business days. Replacement of DBE Subcontractors After receiving the Agency’s written authorization of DBE termination request, the Contractor must obtain the Agency’s written agreement for DBE replacement. The Contractor must find or demonstrate GFEs to find qualified DBE replacement firms to perform the work to the extent needed to meet the DBE commitment. The following procedures shall be followed to request authorization to replace a DBE firm: 1.Submit a request to replace a DBE with other forces or material sources in writing to the Agency whichmust include: a. Description of remaining uncommitted work items made available for replacement DBE solicitation and participation. b.The proposed DBE replacement firm's business information, the work they have agreed to perform, and the following: •Quote for bid item work and description of work to be performed •Proposed subcontract agreement and written confirmation of agreement to perform on the Contract •Revised Subcontracting Request form •Revised Exhibit 15-G: Construction Contract DBE Commitment 2.If Contractor has not identified a DBE replacement firm, submit documentation of the Contractor’s GFEs Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 6 of 21 October 2023 to use DBE replacement firms within 7 days of Agency's authorization to terminate the DBE. The Contractor may request the Agency's approval to extend this submittal period to a total of 14 days. Submit documentation of actions taken to find a DBE replacement firm, such as: •Search results of certified DBEs available to perform the original DBE work identified and/or otherwork the Contractor had intended to self-perform, to the extent needed to meet the DBEcommitment •Solicitations of DBEs for performance of work identified •Correspondence with interested DBEs that may have included contract details and requirements •Negotiation efforts with DBEs that reflect why an agreement was not reached •If a DBE's quote was rejected, provide Contractor’s reasoning for the rejection, such as why theDBE was unqualified for the work, or why the price quote was unreasonable or excessive •Copies of each DBE's and non-DBE's price quotes for work identified, as the Agency may contactthe firms to verify solicitation efforts and determine if the DBE quotes are substantially higher •Additional documentation that supports the GFE The Agency shall respond in writing to the Contractor’s DBE replacement request within five (5) business days. The Contractor must submit a revised Subcontracting Request form if the replacement plan is authorized by the Agency. F.Commitment and Utilization The Agency’s DBE program must include a monitoring and enforcement mechanism to ensure that DBE commitments reconcile to DBE utilization. The bidder shall complete and sign Exhibit 15-G: Construction Contract DBE Commitment included in the contract documents regardless of whether DBE participation is reported. The bidder shall provide written confirmation from each DBE that the DBE is participating in the Contract. LAPM Exhibit 9-I: DBE Confirmation or equivalent form and DBE’s quote must be submitted. The written confirmation must be submitted no later than 4pm on the 5th day after bid opening. If a DBE is participating as a joint venture partner, the bidder shall submit a copy of the joint venture agreement. If the DBE Commitment form, Exhibit 15-G, is not submitted with the bid, it must be completed and submitted by all bidders to the Agency within five (5) days of bid opening. If the bidder does not submit the DBE Commitment form within the specified time, the Agency will find the bidder’s bid nonresponsive. The prime contractor shall use each DBE subcontractor as listed on Exhibit 15-G: Construction Contract DBE Commitment unless they receive written authorization for a termination or replacement from the Agency. The Agency shall request the prime contractor to: 1.Notify the Resident Engineer or Inspector of any changes to its anticipated DBE participation 2.Provide this notification before starting the affected work 3.Maintain records including: •Name and business address of each 1st-tier subcontractor •Name and business address of each DBE subcontractor, DBE vendor, and DBE trucking company, regardless of tier •Date of payment and total amount paid to each DBE (see Exhibit 9-F: Monthly DisadvantagedBusiness Enterprise Payment) If the prime contractor is a DBE contractor, they shall include the date of work performed by their own forces and the corresponding value of the work. Before the 15th of each month, the prime contractor shall submit a Monthly DBE Trucking Verification (LAPM Exhibit 16-Z1) form. Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 7 of 21 October 2023 If a DBE is decertified before completing its work, the DBE must notify the prime contractor in writing of the decertification date. If a business becomes a certified DBE before completing its work, the business must notify the prime contractor in writing of the certification date. The prime contractor shall submit the notifications. Upon work completion, the prime contractor shall complete a Disadvantaged Business Enterprises (DBE) Certification Status Change, Exhibit 17-O, form and submit the form within 30 days of contract acceptance. Upon work completion, the prime contractor shall complete Exhibit 17-F: Final Report – Utilization of Disadvantaged Business Enterprises (DBE), First-Tier Subcontractors and submit it within 90 days of contract acceptance. The Agency will withhold $10,000 until the form is submitted. The Agency releases the withhold upon submission of the completed form. G.Running Tally of Attainments For projects awarded on or after March 1, 2020, but before September 1, 2023: After submitting an invoice for reimbursement that includes a payment to a DBE, but no later than the 10th of the following month, the prime contractor/consultant must complete and email the Exhibit 9-F: Disadvantaged Business Enterprise Running Tally of Payments to business.support.unit@dot.ca.gov with a copy to local administering agencies. For projects that are awarded on or after September 1, 2023: Exhibit 9-F is no longer required. Instead, by the 15th of the month following the month of any payment(s), the prime contractor must now submit Exhibit 9-P to the Local Agency administering the contract. If the Contractor does not make any payments to subcontractors, supplier(s) and/or manufacturers they must report “no payments were made to subs this month” and write this visibly and legibly on Exhibit 9-P. H.Commercially Useful Function DBEs must perform a commercially useful function (CUF) under 49 CFR 26.55 when performing work or supplying materials listed on the DBE Commitment form. The DBE value of work will only count toward the DBE commitment if the DBE performs a CUF. A DBE performs a CUF when it is responsible for execution of the work on the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. If a DBE does not perform or exercise responsibility for at least 30% of the total cost of its contract with its own work force, or the DBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, it will be presumed that the DBE is not performing a CUF. Additionally, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material and installing (where applicable), and paying for the material itself. The Contractor must perform CUF evaluation for each DBE company working on a federal-aid contract, with or without a DBE goal. Perform a CUF evaluation at the beginning of the DBE’s work, and continue to monitor the performance of CUF for the duration of the project. The Contractor must provide written notification to the AGENCY at least 15 days in advance of each DBE's initial performance of work or supplying materials for the Contract. The notification must include the DBE's name, work the DBE will perform on the contract, and the location, date, and time of where their work will take place. Within 10 (ten) days of a DBE initially performing work or supplying materials on the contract, the Contractor shall submit to the LPA the initial evaluation and validation of DBE performance of a CUF using the LAPM 9-J: Disadvantaged Business Enterprise Commercially Useful Function Evaluation. Include the following information with the submittal: •Subcontract agreement with the DBE •Purchase orders •Bills of lading •Invoices •Proof of payment Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 8 of 21 October 2023 The Contractor must monitor all DBE’s performance of CUF by conducting quarterly evaluations and validations throughout their duration of work on the contract using the LAPM 9-J: DBE Commercially Useful Function Evaluation. The Contractor must submit to the AGENCY these quarterly evaluations and validations by the 5th of the month for the previous three (3) months of work. The Contractor must notify the AGENCY immediately if the Contractor believes the DBE may not be performing a CUF. The AGENCY will verify DBEs performance of CUF by reviewing the initial and quarterly submissions of LAPM 9-J: DBE Commercially Useful Function Evaluation, submitted supporting information, field observations, and through any additional AGENCY evaluations. The AGENCY must evaluate DBEs and their CUF performancethroughout the duration of a Contract. The AGENCY will provide written notice to Contractor and DBE at least two (2) business days prior to any evaluation. The Contractor and DBE must participate in the evaluation. Uponcompleting the evaluation, the AGENCY must share the evaluation results with the Contractor and DBE. An evaluation could include items that must be remedied upon receipt. If the AGENCY determines the DBE is notperforming a CUF the Contractor must suspend performance of the noncompliant work. The Contractor and DBEs must submit any additional CUF related records and documents within five (5) business days of AGENCY’s request such as: •Proof of ownership or lease and rental agreements for equipment •Tax records •Employee rosters •Certified payroll records •Inventory rosters Failure to submit required DBE Commercially Useful Function Evaluation forms or requested records and documents can result in withholding of payment for the value of work completed by the DBE. If the Contractor and/or the AGENCY determine that a listed DBE is not performing a CUF in performance of their DBE committed work, immediately suspend performance of the noncompliant portion of the work. The AGENCY may deny payment for the noncompliant portion of the work. The AGENCY will ask the Contractor to submit a corrective action plan (CAP) to the AGENCY within five (5) days of the noncompliant CUF determination. The CAP must identify how the Contractor will correct the noncompliance findings for the remaining portion of the DBE's work. The AGENCY has five (5) days to review the CAP in conjunction with the prime contractor’s review. The Contractor must implement the CAP within five (5) days of the AGENCY's approval. The AGENCY will then authorize the prior noncompliant portion of work for the DBE's committed work. If corrective actions cannot be accomplished to ensure the DBE performs a CUF on the Contract, then the Contractor may have good cause to request termination of the DBE. I.Use of Joint Checks A joint check may be used between the Contractor or lower-tier subcontractor and a DBE subcontractor purchasing materials from a material supplier if the contractor obtains prior approval from the LPA for the proposed use of joint check upon submittal of the LAPM 9-K: DLA Disadvantaged Business Enterprises (DBE) Joint Check Agreement Request form. To use a joint check, the following conditions must be met: •All parties, including the Contractor, must agree to the use of a joint check •Entity issuing the joint check acts solely to guarantee payment •DBE must release the check to the material supplier •LPA must authorize the request before implementation •Any party to the agreement must provide requested documentation within 10 days of the LPA's request for the documentation •Agreement to use a joint check must be short-term, not to exceed 1 year, allowing sufficient time needed to establish or increase a credit line with the material supplier Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 9 of 21 October 2023 A request for a joint check agreement may be initiated by any party. If a joint check is used, the DBE remains responsible for all elements of 49 CFR 26.55(c)(1). Failure to comply with the above requirements disqualifies DBE participation and results in no credit and no payment to the Contractor for DBE participation. A joint check may not be used between the Contractor or subcontractor and a DBE regular dealer, bulk material supplier, manufacturer, wholesaler, broker, trucker, packager, manufacturer’s representative, or other persons who arrange or expedite transactions. 2.BID OPENINGThe Agency publicly opens and reads bids at the time and place shown on the Notice to Contractors. 3.BID RIGGINGThe U.S. Department of Transportation (DOT) provides a toll-free hotline to report bid rigging activities. Use thehotline to report bid rigging, bidder collusion, and other fraudulent activities. The hotline number is (800) 424- 9071. The service is available 24 hours 7 days a week and is confidential and anonymous. The hotline is part ofthe DOT's effort to identify and investigate highway construction contract fraud and abuse and is operated underthe direction of the DOT Inspector General. 4.CONTRACT AWARD If the Agency awards the contract, the award is made to the lowest responsible and responsive bidder. 5.CONTRACTOR LICENSE The Contractor must be properly licensed as a contractor from contract award through Contract acceptance (23CFR 635.110). 6.CHANGED CONDITIONS A.Differing Site Conditions 1.During the progress of the work, if subsurface or latent physical conditions are encountered at the sitediffering materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in thework provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before the site is disturbed andbefore the affected work is performed. 2.Upon written notification, the engineer will investigate the conditions, and if it is determined that theconditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits, will be madeand the contract modified in writing accordingly. The engineer will notify the contractor of the determination whether or not an adjustment of the contract is warranted. 3.No contract adjustment which results in a benefit to the contractor will be allowed unless the contractorhas provided the required written notice. 4.No contract adjustment will be allowed under this clause for any effects caused on unchanged work. [This provision may be omitted by the Local Agency, at their option.] B.Suspensions of Work Ordered by the Engineer 1.If the performance of all or any portion of the work is suspended or delayed by the engineer in writing foran unreasonable period of time (not originally anticipated, customary, or inherent to the constructionindustry) and the contractor believes that additional compensation and/or contract time is due as a resultof such suspension or delay, the contractor shall submit to the engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request shall set forth thereasons and support for such adjustment. 2.Upon receipt, the engineer will evaluate the contractor's request. If the engineer agrees that the costand/or time required for the performance of the contract has increased as a result of such suspensionand the suspension was caused by conditions beyond the control of and not the fault of the contractor,its suppliers, or subcontractors at any approved tier, and not caused by weather, the engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The contractor will benotified of the engineer's determination whether or not an adjustment of the contract is warranted. Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 10 of 21 October 2023 3.No contract adjustment will be allowed unless the contractor has submitted the request for adjustmentwithin the time prescribed. 4.No contract adjustment will be allowed under this clause to the extent that performance would have beensuspended or delayed by any other cause, or for which an adjustment is provided or excluded under anyother term or condition of this contract. C.Significant Changes in the Character of Work 1.The engineer reserves the right to make, in writing, at any time during the work, such changes inquantities and such alterations in the work as are necessary to satisfactorily complete the project. Suchchanges in quantities and alterations shall not invalidate the contract nor release the surety, and thecontractor agrees to perform the work as altered. 2.If the alterations or changes in quantities significantly change the character of the work under thecontract, whether such alterations or changes are in themselves significant changes to the character ofthe work or by affecting other work cause such other work to become significantly different in character,an adjustment, excluding anticipated profit, will be made to the contract. The basis for the adjustmentshall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then anadjustment will be made either for or against the contractor in such amount as the engineer maydetermine to be fair and equitable. 3.If the alterations or changes in quantities do not significantly change the character of the work to beperformed under the contract, the altered work will be paid for as provided elsewhere in the contract. 4.The term “significant change” shall be construed to apply only to the following circumstances: •When the character of the work as altered differs materially in kind or nature from that involved orincluded in the original proposed construction; or •When a major item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. Any allowance for anincrease in quantity shall apply only to that portion in excess of 125 percent of original contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed. 7.BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES The Contractor shall begin work within 15 calendar days after the issuance of the Notice to Proceed. This work shall be diligently prosecuted to completion before the expiration of 260 WORKING DAYS beginning on the fifteenth calendar day after the date shown on the Notice to Proceed. The Contractor shall pay to the city of Carlsbad fifteen hundred dollars in the sum of $1,500 per day, for each and every calendar days’ delay in finishing the work in excess of the number of working days prescribed above. 8.BUY AMERICA Buy America Requirements apply to steel and iron, manufactured products, and construction materialspermanently incorporated into the project. Steel and Iron Materials All steel and iron materials must be melted and manufactured in the United States except: 1.Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic productionof the steel and iron materials [60 Fed Reg 15478 (03/24/1995)]; 2.If the total combined cost of the materials produced outside the United States does not exceed thegreater of 0.1 percent of the total contract amount or $2,500, materials produced outside the UnitedStates may be used if authorized. Furnish steel and iron materials to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron were melted and manufactured. All melting and manufacturing processes for these materials, including an application of a coating, must occur in the United States. Coating includes all processes that protect or enhance the value of the material to which the coating is applied. Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 11 of 21 October 2023 Manufactured Products Iron and steel used in precast concrete manufactured products must meet the requirements of the above section (Steel and Iron Materials) regardless of the amount used. Iron and steel used in other manufactured products must meet the requirements of the above section (Steel and Iron Materials) if the weight of steel and iron components constitute 90 percent or more of the total weight of the manufactured product. Construction Materials Buy America requirements apply to the following construction materials that are or consist primarily of: 1.Non-ferrous metals2.Plastic and polymer-based products such as:2.1 Polyvinylchloride2.2 Composite Building Materials 3.Glass4.Fiber optic cable (including drop cable)5.Optical fiber6.Lumber7.Engineered wood8.Drywall All manufacturing processes for these materials as defined in 2 CFR 184.6 must occur in the United States. Where one or more of these construction materials have been combined by a manufacturer with other materials through a manufacturing process, Buy America requirements do not apply unless otherwise specified. Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. Manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to Buy America compliance. All manufacturing processes for these materials must occur in the United States. Buy America requirements do not apply to the following: 1.Tools and construction equipment used in performing the work 2.Temporary work that is not incorporated into the finished project Waivers If Buy America waivers are granted, use the following language to include in the contract: The following steel and iron products, manufactured products, or construction materials have received an approved Buy America waiver for this contract, and therefore, are not subject to Buy America requirements: 1._______________________________ 2._______________________________ 9.QUALITY ASSURANCE The Local Agency uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with theContract. The Local Agency may examine the records and reports of tests the prime contractor performs if theyare available at the job site. Schedule work to allow time for QAP. Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 12 of 21 October 2023 10.PROMPT PAYMENT A.FROM THE AGENCY TO THE CONTRACTORS The Local Agency shall make all project progress payment within 30 days after receipt of an undisputed andproperly submitted payment request from the Contractor on a construction contract. If the Local Agency failsto pay promptly, the Local Agency shall pay interest to the Contractor, which accrues at the rate of 10percent per annum on the principal amount of a money judgment remaining unsatisfied and pro-rated asnecessary. Upon receipt of the payment request, the Local Agency shall act in accordance with both of thefollowing: 1.The Local Agency shall review each payment request as soon as feasible after receipt to verify it is aproper payment request. 2.The Local Agency must return any payment request deemed improper by the Local Agency to theContractor as soon as feasible, but not later than seven (7) days, after receipt. A request returnedpursuant to this paragraph shall include documentation setting forth in writing the reasons why it is animproper payment request. B.SUBMITTAL OF EXHIBIT 9-P For projects awarded on or after September 1, 2023: The Contractor must submit Exhibit 9-P to the Local Agency administering the contract by the 15th of themonth following the month of any payment(s). If the Contractor does not make any payments tosubcontractors, supplier(s) and/or manufacturers they must report “no payments were made to subs thismonth” and write this visibly and legibly on Exhibit 9-P. The Local Agency must verify all Exhibit 9-P information, monitor compliance with prompt paymentrequirements for DBE and non-DBE firms, and address any shortfall to the DBE commitment and promptpayment issues until the end of the project. The Local Agency must email a copy of Exhibit 9-P toDBE.Forms@dot.ca.gov before the end of the month after receiving the Exhibit 9-P from the Contractor. 11.FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS [Form FHWA-1273 must be physically inserted into the contract without modification, excluding ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAYSYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS.] [The current version of Form FHWA-1273 is accessible at FHWA’s website: https://www.fhwa.dot.gov/programadmin/contracts/1273/1273.pdf] 12.FEMALE AND MINORITY GOALS To comply with Section II, "Nondiscrimination," of "Required Contract Provisions Federal-Aid ConstructionContracts," the following are for female and minority utilization goals for Federal-aid construction contracts and subcontracts that exceed $10,000: The nationwide goal for female utilization is 6.9 percent. The goals for minority utilization (45 Fed Reg 65984 (10/3/1980)) are as follows: Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 13 of 21 October 2023 MINORITY UTILIZATION GOALS Economic Area Goal (Percent) 174 Redding CA: Non-SMSA (Standard Metropolitan Statistical Area) Counties: CA Lassen; CA Modoc; CA Plumas; CA Shasta; CA Siskiyou; CA Tehama 6.8 175 Eureka, CA Non-SMSA Counties: CA Del Norte; CA Humboldt; CA Trinity 6.6 San Francisco-Oakland-San Jose, CA: 28.9 25.6 19.6 14.9 9.1 17.1 23.2 SMSA Counties: 7120 Salinas-Seaside-Monterey, CA CA Monterey 7360 San Francisco-Oakland CA Alameda; CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo 7400 San Jose, CA 176 CA Santa Clara, CA 7485 Santa Cruz, CA CA Santa Cruz 7500 Santa Rosa CA Sonoma 8720 Vallejo-Fairfield-Napa, CA CA Napa; CA Solano Non-SMSA Counties: CA Lake; CA Mendocino; CA San Benito 177 Sacramento, CA: SMSA Counties: 6920 Sacramento, CA CA Placer; CA Sacramento; CA Yolo Non-SMSA Counties CA Butte; CA Colusa; CA El Dorado; CA Glenn; CA Nevada; CA Sierra; CA Sutter; CA Yuba 16.1 14.3 Stockton-Modesto, CA: SMSA Counties: 5170 Modesto, CA 12.3 178 CA Stanislaus 8120 Stockton, CA 24.3 CA San Joaquin Non-SMSA Counties 19.8 CA Alpine; CA Amador; CA Calaveras; CA Mariposa; CA Merced; CA Tuolumne Fresno-Bakersfield, CA SMSA Counties: 179 0680 Bakersfield, CA 19.1 CA Kern 2840 Fresno, CA CA Fresno Non-SMSA Counties: CA Kings; CA Madera; CA Tulare 26.1 23.6 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 14 of 21 October 2023 Los Angeles, CA: 11.9 28.3 21.5 19.0 19.7 24.6 SMSA Counties: 0360 Anaheim-Santa Ana-Garden Grove, CA CA Orange 4480 Los Angeles-Long Beach, CA CA Los Angeles 180 6000 Oxnard-Simi Valley-Ventura, CA CA Ventura 6780 Riverside-San Bernardino-Ontario, CA CA Riverside; CA San Bernardino 7480 Santa Barbara-Santa Maria-Lompoc, CA CA Santa Barbara Non-SMSA Counties CA Inyo; CA Mono; CA San Luis Obispo San Diego, CA: 16.9 18.2 SMSA Counties 181 7320 San Diego, CA CA San Diego Non-SMSA Counties CA Imperial For the last full week of July during which work is performed under the contract, the prime contractor and each non material-supplier subcontractor with a subcontract of $10,000 or more must complete Form FHWA PR-1391 (Appendix C to 23 CFR 230). Submit the forms by August 15. 13.TITLE VI ASSURANCES [The U.S. Department of Transportation Order No.1050.2A requires all federal-aid Department of Transportation contracts between an agency and a contractor to contain Appendix A and E. Note: Appendix B only requires inclusion if the contract impacts deeds effecting or recording the transfer of real property, structures, or improvements thereon, or granting interest therein. Appendices C and D only require inclusion if the contract impacts deeds, licenses, leases, permits, or similar instruments entered into by the recipient.] APPENDIX A During the performance of this Agreement, the contractor, for itself, its assignees and successors in interest (hereinafter collectively referred to as CONTRACTOR) agrees as follows: a.Compliance with Regulations: CONTRACTOR shall comply with the regulations relative tonondiscrimination in federally assisted programs of the Department of Transportation, Title 49, Code ofFederal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to asthe REGULATIONS), which are herein incorporated by reference and made a part of this agreement. b. Nondiscrimination: CONTRACTOR, with regard to the work performed by it during the AGREEMENT,shall not discriminate on the grounds of race, color, sex, national origin, religion, age, or disability inthe selection and retention of sub-applicants, including procurements of materials and leases ofequipment. CONTRACTOR shall not participate either directly or indirectly in the discriminationprohibited by Section 21.5 of the Regulations, including employment practices when the agreementcovers a program set forth in Appendix B of the Regulations. c.Solicitations for Sub-agreements, Including Procurements of Materials and Equipment: In allsolicitations either by competitive bidding or negotiation made by CONTRACTOR for work to beperformed under a Sub- agreement, including procurements of materials or leases of equipment, eachpotential sub-applicant or supplier shall be notified by CONTRACTOR of the CONTRACTOR’Sobligations under this Agreement and the Regulations relative to nondiscrimination on the grounds ofrace, color, or national origin. d.Information and Reports: CONTRACTOR shall provide all information and reports required by the Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 15 of 21 October 2023 Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the recipient or FHWA to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of CONTRACTOR is in the exclusive possession of another who fails or refuses to furnish this information, CONTRACTOR shall so certify to the recipient or FHWA as appropriate, and shall set forth what efforts CONTRACTOR has made to obtain the information. e. Sanctions for Noncompliance: In the event of CONTRACTOR’s noncompliance with thenondiscrimination provisions of this agreement, the recipient shall impose such agreement sanctions as it or the FHWA may determine to be appropriate, including, but not limited to: i.withholding of payments to CONTRACTOR under the Agreement within a reasonable periodof time, not to exceed 90 days; and/or ii.cancellation, termination or suspension of the Agreement, in whole or in part. f.Incorporation of Provisions: CONTRACTOR shall include the provisions of paragraphs (1) through (6)in every sub-agreement, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. CONTRACTOR shall take such action with respect to any sub-agreement or procurement as the recipient or FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance, provided, however, that, in the event CONTRACTOR becomes involved in, or is threatened with, litigation with a sub-applicant or supplier as a result of such direction, CONTRACTOR may request the recipient enter into such litigation to protect the interests of the State, and, in addition, CONTRACTOR may request the United States to enter into such litigation to protect the interests of the United States. APPENDIX B CLAUSES FOR DEEDS TRANSFERRING UNITED STATES PROPERTY The following clauses will be included in deeds effecting or recording the transfer of real property, structures, or improvements thereon, or granting interest therein from the United States pursuant to the provisions of Assurance 4: NOW THEREFORE, the U.S. Department of Transportation as authorized by law and upon the condition that the recipient will accept title to the lands and maintain the project constructed thereon in accordance with Title 23 U.S.C., the regulations for the administration of the preceding statute, and the policies and procedures prescribed by the FHWA of the U.S. Department of Transportation in accordance and in compliance with all requirements imposed by Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally-assisted programs of the U.S. Department of Transportation pertaining to and effectuating the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252; 42 U.S.C. § 2000d to 2000d-4), does hereby remise, release, quitclaim and convey unto the recipient all the right, title and interest of the U.S. Department of Transportation in and to said lands described in Exhibit A attached hereto and made a part hereof. (HABENDUM CLAUSE) TO HAVE AND TO HOLD said lands and interests therein unto the recipient and its successors forever, subject, however, to the covenants, conditions, restrictions and reservations herein contained as follows, which will remain in effect for the period during which the real property or structures are used for a purpose for which Federal financial assistance is extended or for another purpose involving the provision of similar services or benefits and will be binding on the recipient, its successors and assigns. The recipient, in consideration of the conveyance of said lands and interest in lands, does hereby covenant and agree as a covenant running with the land for itself, its successors and assigns, that (1) no person will on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination with regard to any facility located wholly or in part on, over, or under such lands hereby conveyed [,] [and]* (2) that the recipient will use the lands and interests in lands and interest in lands so conveyed, in compliance with all requirements imposed by or pursuant to Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally-assisted programs of the U.S. Department of Transportation, Effectuation of Title Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 16 of 21 October 2023 VI of the Civil Rights Act of 1964, and as said Regulations and Acts may be amended[, and (3) that in the event of breach of any of the above-mentioned non-discrimination conditions, the Department will have a right to enter or re-enter said lands and facilities on said lands, and that above described land and facilities will thereon revert to and vest in and become the absolute property of the U.S. Department of Transportation and its assigns as such interest existed prior to this instruction].* (*Reverter clause and related language to be used only when it is determined that such a clause is necessary in order to make clear the purpose of Title VI.) APPENDIX C CLAUSES FOR TRANSFER OF REAL PROPERTY ACQUIRED OR IMPROVED UNDER THE ACTIVITY, FACILITY, OR PROGRAM The following clauses will be included in deeds, licenses, leases, permits, or similar instruments entered into by the recipient pursuant to the provisions of Assurance 7(a): A. The (grantee, lessee, permittee, etc. as appropriate) for himself/herself, his/her heirs, personalrepresentatives, successors in interest, and assigns, as a part of the consideration hereof, does herebycovenant and agree [in the case of deeds and leases add “as a covenant running with the land”] that: 1. In the event facilities are constructed, maintained, or otherwise operated on the property described in this (deed, license, lease, permit, etc.) for a purpose for which a U.S. Department of Transportation activity, facility, or program is extended or for another purpose involving the provision of similar services or benefits, the (grantee, licensee, lessee, permittee, etc.) will maintain and operate such facilities and services in compliance with all requirements imposed by the Acts and Regulations (as may be amended) such that no person on the grounds of race, color, or national origin, will be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities. B. With respect to licenses, leases, permits, etc., in the event of breach of any of the above Non- discrimination covenants, the recipient will have the right to terminate the (lease, license, permit, etc.) and to enter, re-enter, and repossess said lands and facilities thereon, and hold the same as if the (lease, license, permit, etc.) had never been made or issued.* C. With respect to a deed, in the event of breach of any of the above Non-discrimination covenants, the recipient will have the right to enter or re-enter the lands and facilities thereon, and the above described lands and facilities will there upon revert to and vest in and become the absolute property of the recipient and its assigns.* (*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.) Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 17 of 21 October 2023 APPENDIX D CLAUSES FOR CONSTRUCTION/USE/ACCESS TO REAL PROPERTY ACQUIRED UNDER THE ACTIVITY, FACILITY OR PROGRAM The following clauses will be included in deeds, licenses, permits, or similar instruments/agreements entered into by the recipient pursuant to the provisions of Assurance 7(b): A. The (grantee, licensee, permittee, etc., as appropriate) for himself/herself, his/her heirs, personal representatives, successors in interest ,and assigns, as a part of the consideration hereof, does herebycovenant and agree (in the case of deeds and leases add, “as a covenant running with the land”) that (1) noperson on the ground of race, color, or national origin, will be excluded from participation in, denied thebenefits of, or be otherwise subjected to discrimination in the use of said facilities, (2) that in the constructionof any improvements on, over, or under such land, and the furnishings of services thereon, no person on theground of race, color, or national origin, will be excluded from participation in, denied the benefits or, orotherwise be subjected to discrimination, (3) that the (grantee, licensee, lessee, permittee, etc.) will use thepremises in compliance with all other requirements imposed by or pursuant to the Acts and Regulations, asamended, set forth in this Assurance. B. With respect to (licenses, leases, permits, etc.) in the event of breach of any of the above of the above Non-discrimination covenants, the recipient will have the right to terminate the (license, permits, etc., as appropriate) and to enter or re-enter and repossess said land and the facilities thereon, and hold the same as if said (license, permit, etc., as appropriate) had never been made or issued.* C. With respect to deeds, in the event of breach of any of the above Non-discrimination covenants, the recipient will there upon revert to and vest in and become the absolute property of the recipient and its assigns. (*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.) APPENDIX E During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “contractor”) agrees to comply with the following non-discrimination statutes and authorities, including, but not limited to: Pertinent Non-Discrimination Authorities: • Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. •The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); •Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), prohibits discrimination on the basis of sex; •Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CR Part 27; •The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), prohibits discrimination on the basis of age); •Airport and Airway Improvement Act of 1982, (49 U.S.C. § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); •The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 18 of 21 October 2023 programs or activities are Federally funded or not); •Titles II and III of the Americans with Disabilities Act, which prohibit discrimination of the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 – 12189) as implemented by Department of Transportation regulations 49 C.F.R. parts 37 and 38; •The Federal Aviation Administration’s Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); •Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low- Income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; •Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 19 of 21 October 2023 Federal Trainee Program Special Provisions (to be used when applicable) 14.FEDERAL TRAINEE PROGRAM For the Federal training program, the number of trainees or apprentices is . This section applies if a number of trainees or apprentices is shown on the Notice of Bidders. As part of the prime contractor’s equal opportunity affirmative action program, provide on-the-job training todevelop full journeymen in the types of trades or job classifications involved. The prime contractor has primary responsibility for meeting this training requirement. If the prime contractor subcontracts a contract part, they shall determine how many trainees or apprentices are to be trained by the subcontractor. Include these training requirements in each subcontract. Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st year ofapprenticeship or training. Distribute the number of apprentices or trainees among the work classifications on the basis of the primecontractor’s needs and the availability of journeymen in the various classifications within a reasonable recruitment area. Before starting work, the prime contractor shall submit to the City/County of : 1.Number of apprentices or trainees to be trained for each classification 2.Training program to be used 3.Training starting date for each classification The prime contractor shall obtain the City/County of approval for this submitted information before the prime contractor starts work. The City/County of credits the prime contractor for each apprentice or trainee the prime contractor employs on the job who is currently enrolled or becomes enrolled in an approved program. The primary objective of this section is to train and upgrade minorities and women toward journeyman status. The prime contractor shall make every effort to enroll minority and women apprentices or trainees, such as conducting systematic and direct recruitment through public and private sources likely to yield minority and women apprentices or trainees, to the extent they are available within a reasonable recruitment area and show that they have made the efforts. In making these efforts, the prime contractor shall not discriminate against any applicant for training. The prime contractor shall not employ as an apprentice or trainee an employee: 1.In any classification in which the employee has successfully completed a training course leading tojourneyman status or in which the employee has been employed as a journeyman 2.Who is not registered in a program approved by the US Department of Labor, Bureau ofApprenticeship and Training The prime contractor shall ask the employee if the employee has successfully completed a training course leading to journeyman status or has been employed as a journeyman. The prime contractor’s records must show the employee's answers to the questions. In the training program, the prime contractor shall establish the minimum length and training type for each classification. The City/County of and FHWA approves a program if one of the following is met: 1.It is calculated to: •Meet the equal employment opportunity responsibilities •Qualify the average apprentice or trainee for journeyman status in the classification involved bythe end of the training period 2.It is registered with the U.S. Department of Labor, Bureau of Apprenticeship and Training, and it isadministered in a way consistent with the equal employment responsibilities of Federal-aid highwayconstruction contracts Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 20 of 21 October 2023 The prime contractor shall obtain the State's approval for their training program before they start work involving the classification covered by the program. The prime contractor shall provide training in the construction crafts, not in clerk-typist or secretarial-type positions. Training is allowed in lower-level management positions such as office engineers, estimators, and timekeepers if the training is oriented toward construction applications. Training is allowed in the laborer classification if significant and meaningful training is provided and approved by the division office. Off-site training is allowed if the training is an integral part of an approved training program and does not make up a significant part of the overall training. The City/County of reimburses the prime contractor 80 cents per hour of training given an employee on this contract under an approved training program: 1.For on-site training 2.For off-site training if the apprentice or trainee is currently employed on a Federal-aid project andprime contractor does at least one of the following: a.Contribute to the cost of the trainingb.Provide the instruction to the apprentice or traineec.Pay the apprentice's or trainee's wages during the off-site training period 3.If the prime contractor complies with this section. Each apprentice or trainee must: 1.Begin training on the project as soon as feasible after the start of work involving the apprentice's ortrainee's skill 2.Remain on the project as long as training opportunities exist in the apprentice's or trainee's workclassification or until the apprentice or trainee has completed the training program Furnish the apprentice or trainee a: 1.Copy of the training plan approved by the U.S, Department of Labor or a training plan for traineesapproved by both Caltrans and FHWA 2.Certification showing the type and length of training satisfactorily completed Maintain records and submit reports documenting contractor’s performance under this section. 15.PROHIBITION OF CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE EQUIPMENT ANDSERVICES In response to significant national security concerns, the agency shall check the prohibited vendor list before making any telecommunications and video surveillance purchase because recipients and subrecipients of federal funds are prohibited from obligating or expending loan or grant funds to: •Procure or obtain; •Extend or renew a contract to procure or obtain; or •Enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, orsystems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. The prohibited vendors (and their subsidiaries or affiliates) are: •Huawei Technologies Company; •ZTE Corporation; •Hytera Communications Corporation; •Hangzhou Hikvision Digital Technology Company; •Dahua Technology Company; and •Subsidiaries or affiliates of the above-mentioned companies. Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language Page 21 of 21 October 2023 In implementing the prohibition, the agency administering loan, grant, or subsidy programs shall prioritize available funding and technical support to assist affected businesses, institutions and organizations as is reasonably necessary for those affected entities to transition from covered communications equipment and services, to procure replacement equipment and services, and to ensure that communications service to users and customers is sustained. The contractors should furnish telecommunications and video surveillance equipment with a certificate of compliance. The certificate must state telecommunications and video surveillance equipment was not procured or obtained from manufacturers identified in the above list. Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Amount Subcontracted DIR Reg Number A A A A A A A A I I I I I I I I I Local Assistance Procedures Manual Exhibit 12-B Bidder’s List of Subcontractors (DBE and Non-DBE) Exhibit 12-B: Bidder’s List of Subcontractor (DBE and Non-DBE) -Part 1 As of March 1, 2015 Contractors (and sub-contractors) wishing to bid on public works contracts must be registered with the State Division of Industrial Relations and certified to bid on Public Works contracts. Please register at https://www.dir.ca.gov/Public-Works/Contractor- Registration.html. The local agency will verify registration of all contractors and subcontractors on public works projects at bid and thereafter annually to assure that yearly registration is maintained throughout the life of the project. In accordance with Title 49, Section 26.11 of the Code of Federal Regulations, and Section 4104 of the Public Contract Code of the State of California, as amended, the following information is required for each sub-contractor who will perform work amounting to more than one half of one percent (0.5%) of the Total Base Bid or $10,000 (whichever is greater). FEDERAL PROJECT NUMBER: Photocopy this form for additional firms. Subcontractor Name & Location Line Item & Description Subcontract Percentage ofBid Item Contractor License Number DBE (Y/N) DBE Cert Number Annual Gross Receipts NAME < $1 million < $5 million < $10 million City, State < $15 million ge of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million ge of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million ge of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million ge of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million ge of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million ge of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million ge of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million ge of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million Age of Firm in years Distribution – Original: Local Agency File; Copy: DLAE w/Award Package Page 1 of 2 September 2021 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Ag Ag Ag Ag Ag Ag Ag Ag I I I I I I I I I Local Assistance Procedures Manual Exhibit 12-B Bidder’s List of Subcontractors (DBE and Non-DBE) Exhibit 12-B: Bidder’s List of Subcontractor (DBE and Non-DBE) - Part 2 In accordance with Title 49, Section 26 of the Code of Federal Regulations, the Bidder shall list all subcontractors who provided a quote or bid but were not selected to participate as a subcontractor on this project. FEDERAL PROJECT NUMBER: Photocopy this form for additional firms. Subcontractor Name & Location Line Item & Description Subcontract Amount Percentage ofBid Item Subcontracted Contractor License Number DBE (Y/N) DBE Cert Number Annual Gross Receipts DIR Reg Number NAME < $1 million < $5 million < $10 million City, State < $15 million e of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million e of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million e of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million e of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million e of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million e of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million e of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million e of Firm in years NAME < $1 million < $5 million < $10 million City, State < $15 million Age of Firm in years Distribution – Original: Local Agency File; Copy: DLAE w/Award Package Page 2 of 2 September 2021 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-H Sample Bid EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder_________________________________________________________________, proposed subcontractor _______________________________________________, hereby certifies that he has ___ , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. LPP 18-01 Page 6 of 22 January 2019 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-H Sample Bid DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager: •is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency; •has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years; •does not have a proposed debarment pending; and •has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. If there are any exceptions to this certification, insert the exceptions in the following space. Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action. Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification. LPP 18-01 Page 10 of 22 January 2019 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-H Sample Bid NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (l)No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2)If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. LPP 18-01 Page 11 of 22 January 2019 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 D D D □ □ □ □ --- B ---- □ □ Local Assistance Procedures Manual Exhibit 12-H Sample Bid DISCLOSURE OF LOBBYING ACTIVITIES COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352 1.Type of Federal Action:2.Status of Federal Action:3.Report Type: a. contract a. bid/offer/application a. initial b. grant b. initial award b. material changec. cooperative agreement c. post-awardd. loan For Material Change Only: e. loan guarantee year _____ quarter _________ f. loan insurance date of last report __________ 4.Name and Address of Reporting Entity 5.If Reporting Entity in No. 4 is Subawardee,Enter Name and Address of Prime: Prime Subawardee Tier_______ , if known Congressional District, if known Congressional District, if known 6.Federal Department/Agency:7.Federal Program Name/Description: CFDA Number, if applicable ___________________ 8.Federal Action Number, if known:9.Award Amount, if known: 10.a. Name and Address of Lobby Entity b.Individuals Performing Services (including(If individual, last name, first name, MI) address if different from No. 10a)(last name, first name, MI) (attach Continuation Sheet(s) if necessary) 11.Amount of Payment (check all that apply)13.Type of Payment (check all that apply) $_____________ actual planned a. retainer b. one-time fee 12.Form of Payment (check all that apply):c. commission a. cash d. contingent fee b. in-kind; specify: nature______________ e deferred value _____________ f.other, specify _________________________ 14.Brief Description of Services Performed or to be performed and Date(s) of Service, includingofficer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 11: (attach Continuation Sheet(s) if necessary) 15.Continuation Sheet(s) attached:Yes No 16.Information requested through this form is authorized byTitle 31 U.S.C. Section 1352. This disclosure of lobbyingreliance was placed by the tier above when his transactionwas made or entered into. This disclosure is requiredpursuant to 31 U.S.C. 1352. This information will bereported to Congress semiannually and will be available forpublic inspection. Any person who fails to file the requireddisclosure shall be subject to a civil penalty of not less than$10,000 and not more than $100,000 for each such failure. Signature:________________________________________ Print Name: ______________________________________ Title:____________________________________________ Telephone No.:_____________________ Date: __________ Authorized for Local Reproduction Federal Use Only: Standard Form -LLL LPP 18-01 Page 12 of 22 January 2019 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-H Sample Bid INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information. 1.Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action. 2.Identify the status of the covered Federal action. 3.Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action. 4.Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants. 5.If the organization filing the report in Item 4 checks "Subawardee" then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known. 6.Enter the name of the Federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard. 7.Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments. 8.Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001." 9.For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5. 10.(a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered Federal action. (b)Enter the full names of the individual(s) performing services and include full address if different from 10 (a). Enter Last Name, First Name and Middle Initial (Ml). 11.Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made. 12.Check the appropriate box. Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment. 13.Check the appropriate box. Check all boxes that apply. If other, specify nature. 14.Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered. Include all preparatory and related activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted. 15.Check whether or not a continuation sheet(s) is attached. 16.The certifying official shall sign and date the form, print his/her name title and telephone number. Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. SF-LLL-Instructions Rev. 06-04-90«ENDIF» LPP 18-01 Page 13 of 22 January 2019 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 12-H Sample Bid Insert completed [Exhibit 15-G Local Agency Bidder DBE Commitment (Construction Contracts)] here. Insert completed [Exhibit 15-H DBE Information —Good Faith Efforts] here. Attach [RAILROAD AGREEMENT] (if required) LPP 18-01 Page 16 of 22 January 2019 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 15-G Construction Contract DBE Commitment Exhibit 15-G: Construction Contract DBE Commitment 1.Local Agency:2.Contract DBE Goal: 3.Project Description: 4.Project Location: 6.Prime Certified DBE: 7. Bid Amount:5.Bidder's Name: 8.Total Dollar Amount for ALL Subcontractors:9.Total Number of ALL Subcontractors: 10. BidItemNumber 11. Description of Work, Service, orMaterials Supplied 12. NAICS orWork Category Codes 13.DBECertification Number 14.DBE Contact Information(Must be certified on the date bids are opened) 15. DBEDollarAmount Local Agency to Complete this Section upon Execution of Award 16. TOTAL CLAIMED DBE PARTICIPATION 22. Local Agency Contract Number: 23. Federal-Aid Project Number:%24. Bid Opening Date: 25. Contract Award Date:IMPORTANT: Identify all DBE firms being claimed for credit, regardless of tier. Names of the First Tier DBE Subcontractors and their respective item(s) of work listed above must be consistent, where applicable with the names and items of the work in the "Subcontractor List" submitted with your bid. Written confirmation of each listed DBE is required. 26. Award Amount: Local Agency certifies that all DBE certifications are valid and information on this form is complete and accurate. 27. Local Agency Representative’s Signature 28. Date 29. Local Agency Representative’s Name 30. Phone 31. Local Agency Representative’s Title 17. Preparer’s Signature 18. Date 19. Preparer’s Name 20. Phone 21. Preparer’s Title DISTRIBUTION: 1. Original – Local Agency 2.Copy – Caltrans District Local Assistance Engineer (DLAE). Failure to submit to DLAE within 30 days of contract executionmay result in de-obligation of federal funds on contract.3.Include additional copy with award package. Page 1 of 2 January 2023 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 $ 0.00 0.00 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 15-G Construction Contract DBE Commitment INSTRUCTIONS – CONSTRUCTION CONTRACT DBE COMMITMENT CONTRACTOR SECTION 1.Local Agency -Enter the name of the local agency that is administering the contract.2.Contract DBE Goal -Enter the contract DBE goal percentage as it appears on the project advertisement.3.Project Description -Enter the project description as it appears on the project advertisement (Bridge Rehab,Seismic Rehab, Overlay, Widening, etc).4.Project Location -Enter the project location(s) as it appears on the project advertisement.5.Bidder’s Name -Enter the contractor’s firm name.6.Prime Certified DBE -Check box if prime contractor is a certified DBE.7.Bid Amount -Enter the total contract bid dollar amount for the prime contractor.8.Total Dollar Amount for ALL Subcontractors – Enter the total dollar amount for all subcontracted contractors.SUM = (DBEs + all Non-DBEs). Do not include the prime contractor information in this count.9.Total number of ALL subcontractors – Enter the total number of all subcontracted contractors. SUM = (DBEs + allNon-DBEs). Do not include the prime contractor information in this count.10.Bid Item Number -Enter bid item number for work, services, or materials supplied to be provided.11.Description of Work, Services, or Materials Supplied -Enter description of work, services, or materials to beprovided. Indicate all work to be performed by DBEs including work performed by the prime contractor’s own forces, ifthe prime is a DBE. If 100% of the item is not to be performed or furnished by the DBE, describe the exact portion to beperformed or furnished by the DBE. See LAPM Chapter 9 to determine how to count the participation of DBE firms.12.NAICS or Work Category Codes -Enter NAICS or Work Category Codes from the California Unified CertificationProgram database.13.DBE Certification Number -Enter the DBE’s Certification Identification Number. All DBEs must be certified on thedate bids are opened.14.DBE Contact Information -Enter the name, address, and phone number of all DBE subcontracted contractors.Also, enter the prime contractor’s name and phone number, if the prime is a DBE.15.DBE Dollar Amount -Enter the subcontracted dollar amount of the work to be performed or service to be provided.Include the prime contractor if the prime is a DBE. See LAPM Chapter 9 for how to count full/partial participation.16.Total Claimed DBE Participation -$: Enter the total dollar amounts entered in the “DBE Dollar Amount” column.%: Enter the total DBE participation claimed (“Total Claimed DBE Participation Dollars” divided by item “Bid Amount”). Ifthe total % claimed is less than item “Contract DBE Goal,” an adequately documented Good Faith Effort (GFE) isrequired (see Exhibit 15-H DBE Information -Good Faith Efforts of the LAPM).17.Preparer’s Signature -The person completing the DBE commitment form on behalf of the contractor’s firm mustsign their name.18.Date -Enter the date the DBE commitment form is signed by the contractor’s preparer.19.Preparer’s Name -Enter the name of the person preparing and signing the contractor’s DBE commitment form.20.Phone -Enter the area code and phone number of the person signing the contractor’s DBE commitment form.21.Preparer’s Title -Enter the position/title of the person signing the contractor’s DBE commitment form. LOCAL AGENCY SECTION 22.Local Agency Contract Number -Enter the Local Agency contract number or identifier.23.Federal-Aid Project Number -Enter the Federal-Aid Project Number(s).24.Bid Opening Date -Enter the date contract bids were opened.25.Contract Award Date -Enter the date the contract was executed.26.Award Amount – Enter the contract award amount as stated in the executed contract.27.Local Agency Representative’s Signature -The person completing this section of the form for the Local Agencymust sign their name to certify that the information in this and the Contractor Section of this form is complete andaccurate.28.Date -Enter the date the DBE commitment form is signed by the Local Agency Representative.29.Local Agency Representative’s Name -Enter the name of the Local Agency Representative certifying thecontractor’s DBE commitment form.30.Phone -Enter the area code and phone number of the person signing the contractor’s DBE commitment form.31.Local Agency Representative Title -Enter the position/title of the Local Agency Representative certifying thecontractor’s DBE commitment form. Page 2 of 2 January 2023 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 15-H Proposer/Contractor Good Faith Effort EXHIBIT 15-H: PROPOSER/CONTRACTOR GOOD FAITH EFFORTS Cost Proposal Due Date ___________________ PE/CE Federal-aid Project No(s). _____________________ Bid Opening Date ___________________ CON The established a Disadvantaged Business Enterprise (DBE) goal of ______ for this contract. The information provided herein shows the required good faith efforts to meet or exceed the DBE contract goal. Proposers or bidders submit the following information to document their good faith efforts within five (5) calendar days from cost proposal due date or bid opening. Proposers and bidders are recommended to submit the following information even if the Exhibit 10-O1: Consultant Proposal DBE Commitments or Exhibit 15-G: Construction Contract DBE Commitment indicate that the proposer or bidder has met the DBE goal. This form protects the proposer’s or bidder’s eligibility for award of the contract if the administering agency determines that the bidder failed to meet the goal for various reasons, e.g., a DBE firm was not certified at bid opening, or the bidder made a mathematical error. The following items are listed in the Section entitled “Submission of DBE Commitment” of the Special Provisions, please attach additional sheets as needed: A.The names and dates of each publication in which a request for DBE participation for this project was placed by the bidder (please attach copies of advertisements or proofs ofpublication): Publications Dates of Advertisement B.The names and dates of written notices sent to certified DBEs soliciting bids for this project and the dates and methods used for following up initial solicitations to determine with certainty whether theDBEs were interested (please attach copies of solicitations, telephone records, fax confirmations, etc.): Names of DBEs Solicited Date of Initial Solicitation Follow Up Methods and Dates Page 1 of 3 May 2020 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 0.00% Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 15-H Proposer/Contractor Good Faith Effort C.The items of work made available to DBE firms including those unbundled contract work items into economically feasible units to facilitate DBE participation. It is the bidder's responsibility todemonstrate that sufficient work to facilitate DBE participation in order to meet or exceed the DBEcontract goal. Items of Proposer or Bidder Breakdown of Amount Percentage Work Normally Performs Item Items ($) Of (Y/N) Contract D.The names, addresses and phone numbers of rejected DBE firms, the reasons for the bidder's rejection of the DBEs, the firms selected for that work (please attach copies of quotes from the firms involved), and the price difference for each DBE if the selected firm is not a DBE: Names, addresses and phone numbers of rejected DBEs and the reasons for the bidder's rejection of the DBEs: Names, addresses and phone numbers of firms selected for the work above: E.Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in obtaining information related to the plans, specifications and requirements for the work which was provided to DBEs: Page 2 of 3 May 2020 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Pick Yes 0.00% 0.00%Pick Yes 0.00% Pick Yes 0.00% Pick Yes Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Local Assistance Procedures Manual Exhibit 15-H Proposer/Contractor Good Faith Effort F.Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in obtaining bonding, lines of credit or insurance, necessary equipment, supplies, materials, or related assistance orservices, excluding supplies and equipment the DBE subcontractor purchases or leases from the primecontractor or its affiliate: G.The names of agencies, organizations or groups contacted to provide assistance in contacting, recruiting and using DBE firms (please attach copies of requests to agencies and any responsesreceived, i.e., lists, Internet page download, etc.): Name of Agency/Organization Method/Date of Contact Results H.Any additional data to support a demonstration of good faith efforts: Page 3 of 3 May 2020 Federal Aid Project No: CPFCDSL 5308(025) Contract No. 4015 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Appendix D FHWA 1273 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 FHWA-1273 – Revised October 23, 2023 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS I. GeneralII. NondiscriminationIII. Non-segregated FacilitiesIV.Davis-Bacon and Related Act ProvisionsV.Contract Work Hours and Safety Standards ActProvisionsVI.Subletting or Assigning the ContractVII.Safety: Accident PreventionVIII. False Statements Concerning Highway ProjectsIX.Implementation of Clean Air Act and Federal WaterPollution Control ActX. Certification Regarding Debarment, Suspension,Ineligibility and Voluntary ExclusionXI. Certification Regarding Use of Contract Funds forLobbyingXII. Use of United States-Flag Vessels: ATTACHMENTS A. Employment and Materials Preference for AppalachianDevelopment Highway System or Appalachian Local AccessRoad Contracts (included in Appalachian contracts only) I. GENERAL 1.Form FHWA-1273 must be physically incorporated in eachconstruction contract funded under title 23, United StatesCode, as required in 23 CFR 633.102(b) (excludingemergency contracts solely intended for debris removal). Thecontractor (or subcontractor) must insert this form in eachsubcontract and further require its inclusion in all lower tiersubcontracts (excluding purchase orders, rental agreementsand other agreements for supplies or services). 23 CFR633.102(e). The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. 23 CFR 633.102(e). Form FHWA-1273 must be included in all Federal-aid design-build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services) in accordance with 23 CFR 633.102. The design-builder shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in solicitation-for-bids or request-for-proposals documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 23 CFR 633.102(b). 2. Subject to the applicability criteria noted in the followingsections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 23 CFR 633.102(d). 3. A breach of any of the stipulations contained in theseRequired Contract Provisions may be sufficient grounds forwithholding of progress payments, withholding of finalpayment, termination of the contract, suspension / debarmentor any other action determined to be appropriate by thecontracting agency and FHWA. 4. Selection of Labor: During the performance of this contract,the contractor shall not use convict labor for any purposewithin the limits of a construction project on a Federal-aidhighway unless it is labor performed by convicts who are onparole, supervised release, or probation. 23 U.S.C. 114(b).The term Federal-aid highway does not include roadwaysfunctionally classified as local roads or rural minor collectors.23 U.S.C. 101(a). II. NONDISCRIMINATION (23 CFR 230.107(a); 23 CFR Part230, Subpart A, Appendix A; EO 11246) The provisions of this section related to 23 CFR Part 230, Subpart A, Appendix A are applicable to all Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR Part 60, 29 CFR Parts 1625-1627, 23 U.S.C. 140, Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. 794), Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C. 2000d et seq.), and related regulations including 49 CFR Parts 21, 26, and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60-1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR Part 60, and 29 CFR Parts 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with 23 U.S.C. 140, Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. 794), and Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C. 2000d et seq.), and related regulations including 49 CFR Parts 21, 26, and 27; and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR Part 230, Subpart A, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. Federal Aid Project No: CPFCDSL 5308(025)1 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 1. Equal Employment Opportunity: Equal EmploymentOpportunity (EEO) requirements not to discriminate and totake affirmative action to assure equal opportunity as set forthunder laws, executive orders, rules, regulations (see 28 CFRPart 35, 29 CFR Part 1630, 29 CFR Parts 1625-1627, 41 CFRPart 60 and 49 CFR Part 27) and orders of the Secretary ofLabor as modified by the provisions prescribed herein, andimposed pursuant to 23 U.S.C. 140, shall constitute the EEOand specific affirmative action standards for the contractor'sproject activities under this contract. The provisions of theAmericans with Disabilities Act of 1990 (42 U.S.C. 12101 etseq.) set forth under 28 CFR Part 35 and 29 CFR Part 1630are incorporated by reference in this contract. In the executionof this contract, the contractor agrees to comply with thefollowing minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency andthe Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. 23 CFR 230.409 (g)(4) & (5). b. The contractor will accept as its operating policy thefollowing statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, sexual orientation, gender identity, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre-apprenticeship, and/or on-the-job training." 2.EEO Officer: The contractor will designate and makeknown to the contracting officers an EEO Officer who will havethe responsibility for and must be capable of effectivelyadministering and promoting an active EEO program and whomust be assigned adequate authority and responsibility to doso. 3. Dissemination of Policy: All members of the contractor'sstaff who are authorized to hire, supervise, promote, anddischarge employees, or who recommend such action or aresubstantially involved in such action, will be made fullycognizant of and will implement the contractor's EEO policyand contractual responsibilities to provide EEO in each gradeand classification of employment. To ensure that the aboveagreement will be met, the following actions will be taken as aminimum: a. Periodic meetings of supervisory and personnel officeemployees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer or other knowledgeable company official. b. All new supervisory or personnel office employees will begiven a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment forthe project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEOpolicy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures toimplement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4.Recruitment: When advertising for employees, thecontractor will include in all advertisements for employees thenotation: "An Equal Opportunity Employer." All suchadvertisements will be placed in publications having a largecirculation among minorities and women in the area fromwhich the project work force would normally be derived. a. The contractor will, unless precluded by a validbargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargainingagreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c.The contractor will encourage its present employees torefer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, andemployee benefits shall be established and administered, andpersonnel actions of every type, including hiring, upgrading,promotion, transfer, demotion, layoff, and termination, shall betaken without regard to race, color, religion, sex, sexualorientation, gender identity, national origin, age or disability.The following procedures shall be followed: a. The contractor will conduct periodic inspections of projectsites to ensure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread ofwages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnelactions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints ofalleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action Federal Aid Project No: CPFCDSL 5308(025)2 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6.Training and Promotion: a. The contractor will assist in locating, qualifying, andincreasing the skills of minorities and women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. b. Consistent with the contractor's work force requirementsand as permissible under Federal and State regulations, the contractor shall make full use of training programs (i.e., apprenticeship and on-the-job training programs for the geographical area of contract performance). In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c.The contractor will advise employees and applicants foremployment of available training programs and entrance requirements for each. d. The contractor will periodically review the training andpromotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part uponunions as a source of employees, the contractor will use goodfaith efforts to obtain the cooperation of such unions toincrease opportunities for minorities and women. 23 CFR230.409. Actions by the contractor, either directly or through acontractor's association acting as agent, will include theprocedures set forth below: a. The contractor will use good faith efforts to develop, incooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate anEEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, sexual orientation, gender identity, national origin, age, or disability. c.The contractor is to obtain information as to the referralpractices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractorwith a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, age, or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants /Employees with Disabilities: The contractor must be familiarwith the requirements for and comply with the Americans withDisabilities Act and all rules and regulations establishedthereunder. Employers must provide reasonableaccommodation in all employment activities unless to do sowould cause an undue hardship. 9. Selection of Subcontractors, Procurement of Materialsand Leasing of Equipment: The contractor shall notdiscriminate on the grounds of race, color, religion, sex, sexualorientation, gender identity, national origin, age, or disability inthe selection and retention of subcontractors, includingprocurement of materials and leases of equipment. Thecontractor shall take all necessary and reasonable steps toensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors,suppliers, and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensuresubcontractor compliance with their EEO obligations. 10. Assurances Required: a. The requirements of 49 CFR Part 26 and the StateDOT’s FHWA-approved Disadvantaged Business Enterprise (DBE) program are incorporated by reference. b.The contractor, subrecipient or subcontractor shall notdiscriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: (1) Withholding monthly progress payments;(2) Assessing sanctions;(3) Liquidated damages; and/or(4) Disqualifying the contractor from future bidding as non-responsible. c.The Title VI and nondiscrimination provisions of U.S.DOT Order 1050.2A at Appendixes A and E are incorporated by reference. 49 CFR Part 21. 11. Records and Reports: The contractor shall keep suchrecords as necessary to document compliance with the EEOrequirements. Such records shall be retained for a period ofthree years following the date of the final payment to thecontractor for all contract work and shall be available atreasonable times and places for inspection by authorizedrepresentatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document thefollowing: Federal Aid Project No: CPFCDSL 5308(025)3 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 (1) The number and work hours of minority and non-minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperationwith unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring,training, qualifying, and upgrading minorities and women. b. The contractors and subcontractors will submit an annualreport to the contracting agency each July for the duration of the project indicating the number of minority, women, and non-minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. III. NONSEGREGATED FACILITIES This provision is applicable to all Federal-aid construction contracts and to all related construction subcontracts of more than $10,000. 41 CFR 60-1.5. As prescribed by 41 CFR 60-1.8, the contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, sexual orientation, gender identity, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location under the contractor's control where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS-BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all related subcontracts and lower-tier subcontracts (regardless of subcontract size), in accordance with 29 CFR 5.5. The requirements apply to all projects located within the right-of-way of a roadway that is functionally classified as Federal-aid highway. 23 U.S.C. 113. This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. 23 U.S.C. 101. Where applicable law requires that projects be treated as a project on a Federal-aid highway, the provisions of this subpart will apply regardless of the location of the project. Examples include: Surface Transportation Block Grant Program projects funded under 23 U.S.C. 133 [excluding recreational trails projects], the Nationally Significant Freight and Highway Projects funded under 23 U.S.C. 117, and National Highway Freight Program projects funded under 23 U.S.C. 167. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 “Contract provisions and related matters” with minor revisions to conform to the FHWA-1273 format and FHWA program requirements. 1. Minimum wages (29 CFR 5.5) a.Wage rates and fringe benefits. All laborers andmechanics employed or working upon the site of the work (or otherwise working in construction or development of the project under a development statute), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of basic hourly wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. As provided in paragraphs (d) and (e) of 29 CFR 5.5, the appropriate wage determinations are effective by operation of law even if they have not been attached to the contract. Contributions made or costs reasonably anticipated for bona fide fringe benefits under the Davis-Bacon Act (40 U.S.C. 3141(2)(B)) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.e. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics must be paid the appropriate wage rate and fringe benefits on the wage determination for the classification(s) of work actually performed, without regard to skill, except as provided in paragraph 4. of this section. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classifications and wage rates conformed under paragraph 1.c. of this section) and the Davis-Bacon poster (WH–1321) must be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b.Frequently recurring classifications. (1) In addition to wageand fringe benefit rates that have been determined to be prevailing under the procedures set forth in 29 CFR part 1, a wage determination may contain, pursuant to § 1.3(f), wage and fringe benefit rates for classifications of laborers and mechanics for which conformance requests are regularly submitted pursuant to paragraph 1.c. of this section, provided that: (i) The work performed by the classification is notperformed by a classification in the wage determination for which a prevailing wage rate has been determined; Federal Aid Project No: CPFCDSL 5308(025)4 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 (ii) The classification is used in the area by the construction industry; and (iii) The wage rate for the classification bears a reasonable relationship to the prevailing wage rates contained in the wage determination. (2) The Administrator will establish wage rates for such classifications in accordance with paragraph 1.c.(1)(iii) of this section. Work performed in such a classification must be paid at no less than the wage and fringe benefit rate listed on the wage determination for such classification. c. Conformance. (1) The contracting officer must require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract be classified in conformance with the wage determination. Conformance of an additional classification and wage rate and fringe benefits is appropriate only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is used in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) The conformance process may not be used to split, subdivide, or otherwise avoid application of classifications listed in the wage determination. (3) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken will be sent by the contracting officer by email to DBAconformance@dol.gov. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary. (4) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer will, by email to DBAconformance@dol.gov, refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary. (5) The contracting officer must promptly notify the contractor of the action taken by the Wage and Hour Division under paragraphs 1.c.(3) and (4) of this section. The contractor must furnish a written copy of such determination to each affected worker or it must be posted as a part of the wage determination. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 1.c.(3) or (4) of this section must be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. d. Fringe benefits not expressed as an hourly rate. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor may either pay the benefit as stated in the wage determination or may pay another bona fide fringe benefit or an hourly cash equivalent thereof. e. Unfunded plans. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, in accordance with the criteria set forth in § 5.28, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. f. Interest. In the event of a failure to pay all or part of the wages required by the contract, the contractor will be required to pay interest on any underpayment of wages. 2. Withholding (29 CFR 5.5) a. Withholding requirements. The contracting agency may, upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for the full amount of wages and monetary relief, including interest, required by the clauses set forth in this section for violations of this contract, or to satisfy any such liabilities required by any other Federal contract, or federally assisted contract subject to Davis-Bacon labor standards, that is held by the same prime contractor (as defined in § 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to Davis-Bacon labor standards requirements and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld. In the event of a contractor's failure to pay any laborer or mechanic, including any apprentice or helper working on the site of the work all or part of the wages required by the contract, or upon the contractor's failure to submit the required records as discussed in paragraph 3.d. of this section, the contracting agency may on its own initiative and after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. b. Priority to withheld funds. The Department has priority to funds withheld or to be withheld in accordance with paragraph Federal Aid Project No: CPFCDSL 5308(025)5 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 2.a. of this section or Section V, paragraph 3.a., or both, over claims to those funds by: (1) A contractor's surety(ies), including without limitation performance bond sureties and payment bond sureties; (2) A contracting agency for its reprocurement costs; (3) A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor's bankruptcy estate; (4) A contractor's assignee(s); (5) A contractor's successor(s); or (6) A claim asserted under the Prompt Payment Act, 31 U.S.C. 3901–3907. 3. Records and certified payrolls (29 CFR 5.5) a. Basic record requirements (1) Length of record retention. All regular payrolls and other basic records must be maintained by the contractor and any subcontractor during the course of the work and preserved for all laborers and mechanics working at the site of the work (or otherwise working in construction or development of the project under a development statute) for a period of at least 3 years after all the work on the prime contract is completed. (2) Information required. Such records must contain the name; Social Security number; last known address, telephone number, and email address of each such worker; each worker's correct classification(s) of work actually performed; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act); daily and weekly number of hours actually worked in total and on each covered contract; deductions made; and actual wages paid. (3) Additional records relating to fringe benefits. Whenever the Secretary of Labor has found under paragraph 1.e. of this section that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act, the contractor must maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. (4) Additional records relating to apprenticeship. Contractors with apprentices working under approved programs must maintain written evidence of the registration of apprenticeship programs, the registration of the apprentices, and the ratios and wage rates prescribed in the applicable programs. b. Certified payroll requirements (1) Frequency and method of submission. The contractor or subcontractor must submit weekly, for each week in which any DBA- or Related Acts-covered work is performed, certified payrolls to the contracting agency. The prime contractor is responsible for the submission of all certified payrolls by all subcontractors. A contracting agency or prime contractor may permit or require contractors to submit certified payrolls through an electronic system, as long as the electronic system requires a legally valid electronic signature; the system allows the contractor, the contracting agency, and the Department of Labor to access the certified payrolls upon request for at least 3 years after the work on the prime contract has been completed; and the contracting agency or prime contractor permits other methods of submission in situations where the contractor is unable or limited in its ability to use or access the electronic system. (2) Information required. The certified payrolls submitted must set out accurately and completely all of the information required to be maintained under paragraph 3.a.(2) of this section, except that full Social Security numbers and last known addresses, telephone numbers, and email addresses must not be included on weekly transmittals. Instead, the certified payrolls need only include an individually identifying number for each worker ( e.g., the last four digits of the worker's Social Security number). The required weekly certified payroll information may be submitted using Optional Form WH–347 or in any other format desired. Optional Form WH–347 is available for this purpose from the Wage and Hour Division website at https://www.dol.gov/sites/dolgov/files/WHD/legacy/files/wh347/.pdf or its successor website. It is not a violation of this section for a prime contractor to require a subcontractor to provide full Social Security numbers and last known addresses, telephone numbers, and email addresses to the prime contractor for its own records, without weekly submission by the subcontractor to the contracting agency. (3) Statement of Compliance. Each certified payroll submitted must be accompanied by a “Statement of Compliance,” signed by the contractor or subcontractor, or the contractor's or subcontractor's agent who pays or supervises the payment of the persons working on the contract, and must certify the following: (i) That the certified payroll for the payroll period contains the information required to be provided under paragraph 3.b. of this section, the appropriate information and basic records are being maintained under paragraph 3.a. of this section, and such information and records are correct and complete; (ii) That each laborer or mechanic (including each helper and apprentice) working on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in 29 CFR part 3; and (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification(s) of work actually performed, as specified in the applicable wage determination incorporated into the contract. (4) Use of Optional Form WH–347. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH–347 will satisfy the requirement for submission of the “Statement of Compliance” required by paragraph 3.b.(3) of this section. Federal Aid Project No: CPFCDSL 5308(025)6 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 (5) Signature. The signature by the contractor, subcontractor, or the contractor's or subcontractor's agent must be an original handwritten signature or a legally valid electronic signature. (6) Falsification. The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 3729. (7) Length of certified payroll retention. The contractor or subcontractor must preserve all certified payrolls during the course of the work and for a period of 3 years after all the work on the prime contract is completed. c. Contracts, subcontracts, and related documents. The contractor or subcontractor must maintain this contract or subcontract and related documents including, without limitation, bids, proposals, amendments, modifications, and extensions. The contractor or subcontractor must preserve these contracts, subcontracts, and related documents during the course of the work and for a period of 3 years after all the work on the prime contract is completed. d. Required disclosures and access (1) Required record disclosures and access to workers. The contractor or subcontractor must make the records required under paragraphs 3.a. through 3.c. of this section, and any other documents that the contracting agency, the State DOT, the FHWA, or the Department of Labor deems necessary to determine compliance with the labor standards provisions of any of the applicable statutes referenced by § 5.1, available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and must permit such representatives to interview workers during working hours on the job. (2) Sanctions for non-compliance with records and worker access requirements. If the contractor or subcontractor fails to submit the required records or to make them available, or refuses to permit worker interviews during working hours on the job, the Federal agency may, after written notice to the contractor, sponsor, applicant, owner, or other entity, as the case may be, that maintains such records or that employs such workers, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available, or to permit worker interviews during working hours on the job, may be grounds for debarment action pursuant to § 5.12. In addition, any contractor or other person that fails to submit the required records or make those records available to WHD within the time WHD requests that the records be produced will be precluded from introducing as evidence in an administrative proceeding under 29 CFR part 6 any of the required records that were not provided or made available to WHD. WHD will take into consideration a reasonable request from the contractor or person for an extension of the time for submission of records. WHD will determine the reasonableness of the request and may consider, among other things, the location of the records and the volume of production. (3) Required information disclosures. Contractors and subcontractors must maintain the full Social Security number and last known address, telephone number, and email address of each covered worker, and must provide them upon request to the contracting agency, the State DOT, the FHWA, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or other compliance action. 4. Apprentices and equal employment opportunity (29 CFR 5.5) a. Apprentices (1) Rate of pay. Apprentices will be permitted to work at less than the predetermined rate for the work they perform when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship (OA), or with a State Apprenticeship Agency recognized by the OA. A person who is not individually registered in the program, but who has been certified by the OA or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice, will be permitted to work at less than the predetermined rate for the work they perform in the first 90 days of probationary employment as an apprentice in such a program. In the event the OA or a State Apprenticeship Agency recognized by the OA withdraws approval of an apprenticeship program, the contractor will no longer be permitted to use apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (2) Fringe benefits. Apprentices must be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringe benefits must be paid in accordance with that determination. (3) Apprenticeship ratio. The allowable ratio of apprentices to journeyworkers on the job site in any craft classification must not be greater than the ratio permitted to the contractor as to the entire work force under the registered program or the ratio applicable to the locality of the project pursuant to paragraph 4.a.(4) of this section. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated in paragraph 4.a.(1) of this section, must be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under this section must be paid not less than the applicable wage rate on the wage determination for the work actually performed. (4) Reciprocity of ratios and wage rates. Where a contractor is performing construction on a project in a locality other than the locality in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyworker's hourly rate) applicable within the locality in which the construction is being performed must be observed. If there is no applicable ratio or wage rate for the locality of the project, the ratio and wage rate specified in the contractor's registered program must be observed. b. Equal employment opportunity. The use of apprentices and journeyworkers under this part must be in conformity with Federal Aid Project No: CPFCDSL 5308(025)7 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. c. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. 23 CFR 230.111(e)(2). The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeyworkers shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract as provided in 29 CFR 5.5. 6. Subcontracts. The contractor or subcontractor must insert FHWA-1273 in any subcontracts, along with the applicable wage determination(s) and such other clauses or contract modifications as the contracting agency may by appropriate instructions require, and a clause requiring the subcontractors to include these clauses and wage determination(s) in any lower tier subcontracts. The prime contractor is responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this section. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lower-tier subcontractors, and may be subject to debarment, as appropriate. 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract as provided in 29 CFR 5.5. 9. Disputes concerning labor standards. As provided in 29 CFR 5.5, disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of 40 U.S.C. 3144(b) or § 5.12(a). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of 40 U.S.C. 3144(b) or § 5.12(a). c. The penalty for making false statements is prescribed in the U.S. Code, Title 18 Crimes and Criminal Procedure, 18 U.S.C. 1001. 11. Anti-retaliation. It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for: a. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the DBA, Related Acts, this part, or 29 CFR part 1 or 3; b. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under the DBA, Related Acts, this part, or 29 CFR part 1 or 3; c. Cooperating in any investigation or other compliance action, or testifying in any proceeding under the DBA, Related Acts, this part, or 29 CFR part 1 or 3; or d. Informing any other person about their rights under the DBA, Related Acts, this part, or 29 CFR part 1 or 3. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT Pursuant to 29 CFR 5.5(b), the following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchpersons and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 29 CFR 5.5. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph 1. of this section the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages and interest from the date of the underpayment. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or Federal Aid Project No: CPFCDSL 5308(025)8 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 mechanic, including watchpersons and guards, employed in violation of the clause set forth in paragraph 1. of this section, in the sum currently provided in 29 CFR 5.5(b)(2)* for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph 1. of this section. * $31 as of January 15, 2023 (See 88 FR 88 FR 2210) as may be adjusted annually by the Department of Labor, pursuant to the Federal Civil Penalties Inflation Adjustment Act of 1990. 3. Withholding for unpaid wages and liquidated damages a. Withholding process. The FHWA or the contracting agency may, upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for any unpaid wages; monetary relief, including interest; and liquidated damages required by the clauses set forth in this section on this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act that is held by the same prime contractor (as defined in § 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to the Contract Work Hours and Safety Standards Act and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld. b. Priority to withheld funds. The Department has priority to funds withheld or to be withheld in accordance with Section IV paragraph 2.a. or paragraph 3.a. of this section, or both, over claims to those funds by: (1) A contractor's surety(ies), including without limitation performance bond sureties and payment bond sureties; (2) A contracting agency for its reprocurement costs; (3) A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor's bankruptcy estate; (4) A contractor's assignee(s); (5) A contractor's successor(s); or (6) A claim asserted under the Prompt Payment Act, 31 U.S.C. 3901–3907. 4. Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses set forth in paragraphs 1. through 5. of this section and a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor is responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs 1. through 5. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lower-tier subcontractors, and associated liquidated damages and may be subject to debarment, as appropriate. 5. Anti-retaliation. It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for: a. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the Contract Work Hours and Safety Standards Act (CWHSSA) or its implementing regulations in this part; b. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under CWHSSA or this part; c. Cooperating in any investigation or other compliance action, or testifying in any proceeding under CWHSSA or this part; or d. Informing any other person about their rights under CWHSSA or this part. VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal-aid construction contracts on the National Highway System pursuant to 23 CFR 635.116. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term “perform work with its own organization” in paragraph 1 of Section VI refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all of the following conditions: (based on longstanding interpretation) (1) the prime contractor maintains control over the supervision of the day-to-day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; Federal Aid Project No: CPFCDSL 5308(025)9 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 23 CFR 635.102. 2. Pursuant to 23 CFR 635.116(a), the contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. Pursuant to 23 CFR 635.116(c), the contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. (based on long-standing interpretation of 23 CFR 635.116). 5. The 30-percent self-performance requirement of paragraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self-performance requirements. 23 CFR 635.116(d). VII. SAFETY: ACCIDENT PREVENTION This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR Part 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 23 CFR 635.108. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR Part 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 29 CFR 1926.10. 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal-aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each Federal-aid highway project (23 CFR Part 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 11, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." Federal Aid Project No: CPFCDSL 5308(025)10 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (42 U.S.C. 7606; 2 CFR 200.88; EO 11738) This provision is applicable to all Federal-aid construction contracts in excess of $150,000 and to all related subcontracts. 48 CFR 2.101; 2 CFR 200.327. By submission of this bid/proposal or the execution of this contract or subcontract, as appropriate, the bidder, proposer, Federal-aid construction contractor, subcontractor, supplier, or vendor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251-1387). Violations must be reported to the Federal Highway Administration and the Regional Office of the Environmental Protection Agency. 2 CFR Part 200, Appendix II. The contractor agrees to include or cause to be included the requirements of this Section in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. 2 CFR 200.327. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more – as defined in 2 CFR Parts 180 and 1200. 2 CFR 180.220 and 1200.220. 1. Instructions for Certification – First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. 2 CFR 180.320. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. 2 CFR 180.325. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. 2 CFR 180.345 and 180.350. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180, Subpart I, 180.900-180.1020, and 1200. “First Tier Covered Transactions” refers to any covered transaction between a recipient or subrecipient of Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a recipient or subrecipient of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. 2 CFR 180.330. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. 2 CFR 180.220 and 180.300. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. 2 CFR 180.300; 180.320, and 180.325. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. 2 CFR 180.335. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the System for Award Management website (https://www.sam.gov/). 2 CFR 180.300, 180.320, and 180.325. i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2 CFR 180.325. * * * * * Federal Aid Project No: CPFCDSL 5308(025)11 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency, 2 CFR 180.335;. (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property, 2 CFR 180.800; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification, 2 CFR 180.700 and 180.800; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2 CFR 180.335(d). (5) Are not a corporation that has been convicted of a felony violation under any Federal law within the two-year period preceding this proposal (USDOT Order 4200.6 implementing appropriations act requirements); and (6) Are not a corporation with any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability (USDOT Order 4200.6 implementing appropriations act requirements). b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant should attach an explanation to this proposal. 2 CFR 180.335 and 180.340. * * * * * 3. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders, and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200). 2 CFR 180.220 and 1200.220. a. By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. 2 CFR 180.365. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180, Subpart I, 180.900 – 180.1020, and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. “First Tier Covered Transactions” refers to any covered transaction between a recipient or subrecipient of Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a recipient or subrecipient of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. 2 CFR 1200.220 and 1200.332. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. 2 CFR 180.220 and 1200.220. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the System for Award Management website (https://www.sam.gov/), which is compiled by the General Services Administration. 2 CFR 180.300, 180.320, 180.330, and 180.335. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily Federal Aid Project No: CPFCDSL 5308(025)12 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. 2 CFR 180.325. * * * * * 4. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--Lower Tier Participants: a. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals: (1) is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency, 2 CFR 180.355; (2) is a corporation that has been convicted of a felony violation under any Federal law within the two-year period preceding this proposal (USDOT Order 4200.6 implementing appropriations act requirements); and (3) is a corporation with any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. (USDOT Order 4200.6 implementing appropriations act requirements) b. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant should attach an explanation to this proposal. * * * * * XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed $100,000. 49 CFR Part 20, App. A. 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. XII. USE OF UNITED STATES-FLAG VESSELS: This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, or any other covered transaction. 46 CFR Part 381. This requirement applies to material or equipment that is acquired for a specific Federal-aid highway project. 46 CFR 381.7. It is not applicable to goods or materials that come into inventories independent of an FHWA funded-contract. When oceanic shipments (or shipments across the Great Lakes) are necessary for materials or equipment acquired for a specific Federal-aid construction project, the bidder, proposer, contractor, subcontractor, or vendor agrees: 1. To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to this contract, to the extent such vessels are available at fair and reasonable rates for United States-flag commercial vessels. 46 CFR 381.7. 2. To furnish within 20 days following the date of loading for shipments originating within the United States or within 30 working days following the date of loading for shipments originating outside the United States, a legible copy of a rated, ‘on-board’ commercial ocean bill-of-lading in English for each shipment of cargo described in paragraph (b)(1) of this section to both the Contracting Officer (through the prime contractor in the case of subcontractor bills-of-lading) and to the Office of Cargo and Commercial Sealift (MAR-620), Maritime Administration, Washington, DC 20590. (MARAD requires copies of the ocean carrier's (master) bills of lading, certified onboard, dated, with rates and charges. These bills of lading may contain business sensitive information and therefore may be submitted directly to MARAD by the Ocean Transportation Intermediary on behalf of the contractor). 46 CFR 381.7. Federal Aid Project No: CPFCDSL 5308(025)13 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS (23 CFR 633, Subpart B, Appendix B) This provision is applicable to all Federal-aid projects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1c) above. 5. The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work. Federal Aid Project No: CPFCDSL 5308(025)14 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Appendix E Sewer and Water Maps Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025)1 BARRIO TRAFFIC CIRCLES - EX SEWER MAP Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Federal Aid Project No: CPFCDSL 5308(025)2 BARRIO TRAFFIC CIRCLES - EX WATER MAP Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 I [I] 0 I 0 ru 40 STORM DRAIN LATERAL B AT STA11ON 10+78.68 9 HORIZ: 1" = 40' VERT: 1" = 4' I HYDRAULIC DATA SMH# 10 TO STA 19+00 Q= 1.29 mgd 0 D/d= 0.75 PEAK Q = 0.36 mgd D/d = 0.35 n = 0.011 0 ± 9?30 ________________ ________________ C4 oI c'co -J 0 J cr a jr EX12"RCP x D ui in W L 1 50' 15 38' 12' 35' '\ 0 - - - - co in 0 00 rn. 00 II I HYDRAULIC 0 oll GRADE LIN E - I') to (0 0 LJ__-., 00 - Qk L 100 13 c35 I 30.30 IN 1477F 'F OF 3 " MIN STFFI CASING IN TALLED BY PIPE JACKING 2;T u .30 RCPIEWER 4 I ro 0 I cii 0 40 w w C') w z -J 830 + C) 1 STORM DRAIN ACROSS SDNR R/W A AT CHESTNUT AVE 9 HORIZ: 1" = 40' VERT: 1" = 4' GRAPHIC SCALE 20 40 80 IjO 18+00.93 _100 16+12.39 SMH# 1 O SMH# EXISTING ROAD GRADE O 26 CENTERLINE ''_I • SMH# 10B _ 10+24 10+70.7 ...; - lb CC Cj ., . tK lb tK 0 To BE REMOVED I vlll~ .57 0.27% 183.55 LF - 12" PVC 0 3 I 031.14 p SEWER VC 0 111,31101-%.. 35.00 OUT 35.20 IN 39.71 LF IN TO BE REMOVED 19 6.112 LF 34.30 OUI 12" PVC O.33% - 33,-55LF -12" PVC 0 0.30% 0r _______________________ --4- . I 31.560U / 31.76 IN F ________ E'x3' '0.22IN B . t ±±r . . . . . . . . .... H IIIILo ji . i I SEWERPROFILE . F H . til 1 f + - 4 -rr HORIZ 1" = 40' - - .L +H .1 ._ •1 ..j VERT: 1"=4' i 24.42IE RCB 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19 1 6+57-12.00' LT E ISTINC GRADE 0 . --- PE 9-8 SDCO 1610'R '-j- I r 12+50-12.00' R LT MOD TYPE B-9 _____\ AD CENTERLINE RCP - TO SDCO __- V N/c, /\ \ BE REMOVED ik8_ 62'LT() 8-9 - O DCO 4r: F I/ x . - - 241.0c LF -.1450 RCP © 1.09% - - ATE GROUN 0 . - __ PRO 6 - ul 7/ __ 31 CFS - - _=__=_____)_==- - -_- - - - - RCP o 0.59% 403.00 U - <,/\Y IE 40.20 HYD GRAD UUC UN - 5' TRAN -' -c <1' C ' D-1350 GRADE 01 6o 259 CFS <)3' L P ç 37.58 IN ITI0N) U) --- .- 0 - - - > , h, 0 T 34.20 IN 65 0 / U FOR SEWER PROFILE __- ________ 4.00OUT__/ ___________ - _ SEE ABOVE OIL - - 31. 8 II 5 LF - V ,, 3 TYPE APPROXIM TE GEOLOGIC INTERFACE CON T SPEC SECTION I - - - - --------- BRB LINE. SEE __- SEE CFS - DRAIN PROFILE -STORM - ETAIL - - - - . ,' - - 25.50IN25.70 OU 25.30 OUT 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 EE SHEET 7 I 14+12.49-100.59' LT 100' .. -a H L "' . . ss 2N J'j 0 N-' . SMH# 10BB PER CMWD S-i, iAh S-4 (TYP) lit -TIF II III .. flj - 4j.iJ okD1 S co 01 I <I 'CAION! L0J I HIGH IF . SEE SHEET 10 ,, //FOR PROFILE 10 'L541h'/OB i IlU)L,rji Li S i', czI ioi1 ii 1' 4Jii-J S 01 OW °°> < I iw(I) -r ,HLc'I Ano 1N1 (D Lji N1>a: x - •.___________ - co o 0 z o C co m 19+00 0 1w w III -__ ____ I. - ___ • ilw S. (7) LJ.W IN FEET ) l inch =40 ft.. I I- 1W 4!7. __ 060707 5IOW'Jflf,=. 1T' _, - OHf---'-- 0. I ___ ___ ___ ____ l2PY15j__ 1WTI_ R o 34 _ CHESTNUT AVENUE - w w_1 EX 12" RCE7 f 7 U) ASALIN c1 F6ft'&i _I_. (U-) C )-4 S Lo OHE 44+26.45SDNR ROW = 10+00 CHES NUT AVE._-- EX10"' CPWATER . ' .i:ijw/ s_12" PVC-" J2_-4 w A- W. a: uJ (iJJ1I) J'I I . co c .S1 cn Jv (JO10 9? Fp i a n St 2 af 2 a- 0 V) C) L1J I 0 1-11 0) (0 c..J - (I) F- 0 L1J -) 0 a: a 0 Of a- SHEET CITY OF CARLSBAD SHEETS I_I I_ENGINEERING DEPARTMENT Ii_50 (ISTA CARLSBAD INTERCEPTOR SEWER REACHES VC5B TO (C1 1A AND SOUTH CARLSBAD STORM DRAIN PROJECTS HESTNUT AVE - STA 10+00 TO 19+0( 17. CITY OF VISTA AS BUILT' PROJECT NO. 306 - DWG D-3556 CARLSBAD MUNICIPAL WATER DISTRICT '44 7: c-2Z-c' RCE'iJ76 Exp. 3'3I'08 DATE REVIEWED BY: DEPUTY CITY ENGINEER REG. EXPIRES 3-31-02 DATE:J2_/f91 INSPECTOR DATE E A R T H T E C H DATE INITIAL 9675 BUSINESS PARK AVE. SAN DIEGO, CA 92131 ENGINEER OF REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL c'Ji (J (I AVENUE U) 11< ____ ______ _____ H I I .(U C-4 V) ~04 - OVERLAY 18' PAST PCR ( w 116+57 __ CIS!LU1 TYPE B 0 W' CONCRETE INLET Of I.' II I I _ c6 wwca ' t + ALL SIDE STREETS EXCEPTFOR -1 L0 DEPRESSION "D I I ILk N-I> 2 III THOSE WITH CROSS GUTTERS I F- k-Fi' +cc I 4 SEE SHET i I F-' °I Mo 4JJJ . I , .. rL4tfkr)'I 00 LJ I I1j I 111.1 DEMOLmON/RELOCA11ONNOTES ABANDON EXISTING STORM DRAIN IN PLACE. PLUG EACH END PER 14 SEWER ANDSTORMDRAIN PLAN REMOVE EXISTING PIPE AS NECESSARY TO CONSTRUCT NEW RCB. HORIZ: 1" 40' 11 EXTEND EXISTING STORM DRAIN AND CONNECT TO CONNECT SEWER TO SEWER MANHOLE __ _____ REMOVE EXISTING STORM DRAIN. '-' STORM DRAIN WITH CONCRETE LUG PER SDRSD 0-63. CONNECT STORM DRAIN TO STORM DRAIN (I •io.44167 REMOVE EXISTING SEWER MANHOLE. WITH CONCRETE LUG PER SDRSD D-63. (1' REMOVE EXISTING SEWER LINE. REMOVE EXISTING STORM DRAIN CLEANOUT. CONNECT EXISTING SEWER LATERAL TO SEWER LINE. LATERALS SHOWN CONNECT STORM DRAIN TO EXISTING STORM ' ARE BASED ON VIDEO INSPECTION. CONTRACTOR TO VERIFY AND CONNECT DRAIN PER CONCRETE PIPE COLLAR, SDRSD 0-63. ALL LATERALS FOUND DURING CONSTRUCTION IN ADDITION TO THE ONES ® CONTRACTOR TO SETUP TEMPORARY BYPASS PUMPING EQUIPMENT SHOWN ON THE PLAN. PRIOR TO REMOVAL OF EX 8" VCP SEWER. SEE SPECIFICATIONS EXISTING GAS LINE TO BE RELOCATED BY OTHERS. CONTRACTOR SHALL FOR CONSTRUCTION SEQUENCING DETAILS. ARRANGE FOR ADJUSTMENT OR RELOCATION OF EXISTING UNDERGROUND ® PLUG EXISTING SEWER LINE AT ONE END. UTILITIES WHICH MAY CONFLICT WITH THE PROPOSED WORK EXISTING SEWER FLOW TO BE BYPASSED OR TRANSFERRED @3 REPLACE EXISTING CROSS GUTTER WITHIN TRENCH LIMITS. _TO NEW SEWER PRIOR TOSD CONSTRUCTION. IDWN BY: RWR II PROJECT NO. "DRAWING NO.1 ICHKD BY: MWR GHY II3182/3528 __360-5 BY: STORM _DRAIN _TABLE NO. DELTA/BEARING RADIUS LENGTH REMARKS /j\ N.1V56'04"E. 26.85' 8'x3'RCB z2 N.3351'09"W. 14.54' 18"RCPD-3600 N.56'08'41"E. 181.22' 72"RCPD-2000 j N. 56'08'02"E. 403.00' 72"RCPD-1350 N.3410'08"W. 4.87' 18"RCPD-2300 ]\ N.2955'56"W. 27.80' 18"RCPD-2300 N. 5556'32"E. 241.00' 60"RCPD-1450 N.11'56'04"E. 5.00' TRANS.RCB jj N.5558'58"E. _ 157.25' 24" RCP 0-2400 N.41 *26'48"W. 53.50' 18"RCPD-3600 SEWER TABLE NO. DELTA/BEARING RADIUS LENGTH REMARKS 'i N.5620'10"E. 39.71' 12n PVC z N.5600'34"E. 335.55' 12m PVC Z N.5559'38"E. 196.12' 12"PVC ' N.5611'15"E. 183.55' 12"PVC <S> N.5602'43"E. 96.57' 12" PVC N.3308'54"W. 95.01' 8" PVC Federal Aid Project No: CPFCDSL 5308(025)3 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 EXSTING GRADE 14-11.26 SMH #108B ROAD CENTERLINE #1OB (TYLER ST) - - 60 (CHESTNUT AVE) 100, I CI) 40 ___ _____ ___ w w-- _____ REMOVE EX 8" 50 VCR SEWER I 8 aD > ± L6 r 31.99 INI n cc 8" PVC V31-56 OUT 30 1 12 PVC Kom kc 40 CHESTNUT AVE/TYLER ST SEWER CONNECTION A AT STA110N 14+11.26 9 HORIZ: 1" = 40' VERT: 1"= 4' 19H Ex SMH #10EE EXISTING GRADE (MADISON ST) I ROAD CENTERLINE JI 1)0' __ ____ © 19+90.55 SMH #10E (CHESTNUT AVE) ___ - 60 0) F- w 50 Cl) ( REMOVE EX N I w VCP SEWER w \*CI) W Z - 50 :DO GO 4° 8 38.93 IN + 8" PVC 1 38.60 OUT 12" PVC kM CHESTNUT AVE/MADISON ST SEWER CONNECTION 4° B AT STATION 19+90.55 10 HORIZ: 1" = 40' VERT: 1" = 4' 19 0 EXISTING GRADE 0 27+51.55 - 23+80 ROAD CENTERLIME - SMH# 1 O I __...- SMH# - EXISTING GRADE 0 - ROAD CENTERLINE - - 4; - - P .10 Ic 19+90.55 - SM H# 1 OE I _ - --/ 2c0I69% I Icá (m1 Itt) '(ii to O IN /201 0 OUT APPROXIMATE GROUNDWATER LINE. SEE SPEC SECTION 7 16 4el- - IS - xaVCP SEWER -- - - -- TO BE REMOVED - - - - - 88 05 38.93 IN APPROXIMATE GEOLOGIC INTERFACE CONTACT $EWER-PROF1LE - - - - - HORIZ: 1" = 40' / _ LINE. SEE SPEC 38.80 IN SECTION 7-16---... - - - - 38.60 OUT VERT: 1" = 4' IE 36.98 - - - -- - 00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 28+82.72-8.06' LT - 28+02.72-8.06' Ll TYPE 8-5 SDCO -1--` ] EXISTING GRADE 0 27+42.20--8.00' TYPE B-5 SDCO LT. ______________________ ROAD CENTERLI E MOD TYPE B-6 SDCO 23+50-9.94' LT _- - - nPE B-6 SDCO EXISTING GRADE 0 - h -- ROAD CENTERLINE ro - - GRPDE - - 4#gcP 19+76-12.00' LT gCP r TYPE B-6 SDCO -$/ / FOR SEE SEWER PROFILE ABOVE SO J 2 LRE0 ------ I - - - B HYDRAULIC GRADE L - - - - - APPROXIMATE GROUNDWATER - - 387.65LF 6O" RCP . LINE. SEE SPEC SECTION 7 16 N - 370.06LF - 60" RCP © 0-2150 - .22% - -- D2450 219 CFS _O O9% 60 RCP 00 219 CFS D1450 - a,:= 231 CFS 3.00 OUT \ - - _________________________ ___________ 42.00 OUT! 42.20 IN - 41.00 OUT 71E 40.20 C TBMDRAIN- - - APPROXIMATE GEOLOGIC INTERFACE CONTACT - - 41.20 IN LINE. SEE SPEC SECTION 7-16 --- ,. HORIZ: - 1" = 40' VERT: 1" = 4' - 00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 DEMOLITION/RELOCATION NOTES REMOVE EXISTING STORM DRAIN CLEANOUT. PLUG EXISTING PIPES. REMOVE EXISTING STORM DRAIN. EXTEND EXISTING STORM DRAIN AND CONNECT TO TYPE B-6 SDCO 5 REMOVE EXISTING SEWER MANHOLE. 6 REMOVE EXISTING SEWER LINE. 7 CONNECT EXISTING SEWER LATERAL TO SEWER LINE. LATERALS SHOWN ARE BASED ON VIDEO INSPECTION. CONTRACTOR TO VERIFY AND CONNECT ALL LATERALS FOUND DURING CONSTRUCTION IN ADDITION TO THE ONES SHOWN ON THE PLAN. REPLACE EXISTING CROSS GUTTER WITHIN TRENCH LIMITS. CONNECT SEWER TO SEWER MANHOLE REMOVE EXISTING STORM DRAIN CLEANOUT. CONTRACTOR TO SETUP TEMPORARY BYPASS PUMPING EQUIPMENT PRIOR TO REMOVAL OF EXISTING 8" VCP SEWER. SEE SPECIFICATIONS FOR CONSTRUCTION SEQUENCING DETAILS. ABANDON EXISTING STORM DRAIN CLEANOUT. 63 CONNECT STORM DRAIN TO STORM DRAIN WITH CONCRETE LUG PER SDRSD 0-63. 060707 SEE SHEET 12 00 00 1L'iL!) JJt 1!J!J 6 m U) 4-J'J!i° LO N Lj IL 11 C14 LO N a LLJ Lj iiJ") N I .. - C14 It LLJ 19 c'-v - c +00 +0a-CS4 + OD WK) +Q T_ - - __ __ __ - - ..-__ 2 WATER EX VCP EWER 25 Ji 2" PVC AVENUE 26 W ry s" ('P WATER 27+50.20 CHESTN UT AVE--:' (JH1 119±9#0.24_100.00' LT I . h 10 H- z I 0) 'T L E>&3 €J1) I OVERLAY 18' $3 N xcr 2 11 4-JdJ!JJ I W PAST PCR (1YP a Li 0l z ALL SIDE STREETS P. ')<Z> It >01- - S I u) U) EXCEPT THOSE WITH c° + + ft CROSS GUUR1 _-m 04 04 - - - - - (N N V)Q< liii-- T N(0 _____ _____ --- T T T T ------------ I 0,77-, 23 24 EX 4":.,:W,ATE.R 21 ...........I .CHESTNUT Lj Ci CD ______ HErr- 01 -_ EX2"GAS 0 ____________ _ - - - 1 x 0' I CO 0I00 c o 1/! 0) I L c -7- O o /A/5T4L2 8" PVC £j/ATE,9L/Nf IQ . I, II Hr- YITIM( *JP I IMP AT .. \ 16+40.22 HARDING ST Z.1 LO ± STORM _DRAIN _TABLE NO. DELTA/BEARING RADIUS LENGTH REMARKS \ N.5556'44"E. ______ 74.00' 60" RCP 0-1450 ' N.334425"W. 9.06' 18" RCP D-2950 N.3344'25"W. 6.27' 18" RCP D-2950 J\ N.5615'35"E. 370.06' 60" RCP 0-2150 N.5615'40"E. 387.65' 60" RCP 0-2450 J\ N.5558'41"E. 56.03' 30" RCP 0-3000 N.3401'00"W. 8.57' 18" RCP D-3800 .j N.34-01'1 8"W. 24.57' 18" RCP D-3800 _z N.5602'29"E. 76.00' 24" RCP D-2850 ix N.3400'51"We 8.07' 18" RCP 0-3800 At N.3401'1 8"W. ______ 24.57' 18" RCP D-3800 SEWER TABLE NO. DELTA/BEARING RADIUS LENGTH REMARKS N.5556'44"E. 88.05' 12" PVC 'Z N.3400'07"W. 95.00' 8" PVC N.5556'23"E. 1 384.45' 12" PVC :Z N.5557'46"E. 1 366.55' 12" PVC - _____ I I - - I NIl I I M. I ClI 12 tl .4 -JJ'J-!)'J I Plan St 2 c)f 21 SEE SHEET 12 ..'_'J I_flis#uul%.# SJI._fl._I S I_Il 11_ ii sIfl_ I_I . INSTALL 6" PVC SEWER LATERAL WITH CLEANOUT AT PROPERTY 0 _____________________________ 'AS BUILT' PROJECT NO. 306 - DWG D-3556 I \ SEWER AND STORM DRAIN PLAN cmi' OF VISTA 22.oc LINE PER CMWD S-7. HORIZ: 1" = 40' CARLSBAD MUNICIPAL WATER DISTRICT __-)ar,, EXP. ._ DATE SHEET CITY OF CARLSBAD II SHEETS] 10 ENGINEERING DEPARTMENT 50 RCE 4,EXP.l) bj6'P DATA 1 AI A#I6'J --- I REVIEWED BY: VISTA CARLSBAD INTERCEPTOR SEWER REACHES VC5B TO VC11A AND SOUTH CARLSBAD STORM DRAIN PROJECTS CHESTNUT AVE - STA 19+00 TO 29+50 HYDRAULIC [ STA 19+00 TO SMH# 7A 0= 3.23 mgd 0 D/d = 0.75 PEAK Q 0.36 mgd D/d = 0.22 n = 0.011 - 'VA I WILLIAM PLUMMER RCE: 28176 I -- 40 0 20 40 80 160 GRAPHIC SCALE (iW 167 ( IN FEET ) 1 inch = 40 ft. APPROVP -1.1w RCE: 23889 EXP.12-31-01 DATE REVISION DESCRIPTION DEPUTY CITY ENGINEER REG. EXPIRES 3-31-02 DATE: /2/f9 INSPECTOR EARTH 0 T E C H DATE INIllAL 9675 BUSINESS PARK AVE, SAN DIEGO, CA 92131 ENGINEER OF WORK DATE INIllAL I DATE INITIAL CHKD BY: MWR I FDWN BY: RWR I PROJECT NO. DRAWING NO. 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" i -~ f ' i - , . . • ~T i T , t l · ' i rt i - , - ' t t " ~ - l < ', •➔ ~1 1 • i i "t : , -+ • ~ t t f -1 - + - : - r i " r t r ~ H"; " l " i -• 1~ ~; 1 r : - n l 1r , . . : 1 " ; j 11 t J • 'I 1 ~- - , 1 : • tt f l ' ! ' I - ,1 • , -i 7 i 1 , 1 .\ 1r : - f \; f > i: : 11, , . 1 : 1 :1 w .1 1 1 11 1 ! I : ·, i I ir 1 i , 1u :: 11 r : 1:: 1 1 ( ! tl ' 11 ~, , :: n :i f 1• ' i 1 ! ;, 1 . Ji : : i 1 H :i 1,1 , i 1W 11 : i i: . 1w w t J, 1 n : 1: : i :, 1r i· w 1] ! ! u, 11 : Ji , , 11 1i 1 1 1r H 111 1 mI il l J li l l 1; : J Hd : 1 : , 1:1 1 il 1 :n 1,1 : :1 1 1 1 , '! 11 1 ·" : ' ' i tM i t ~ 1 11 1 :1 · ii ! , 11 1 .j J : , 1 1 : 1 d1 1 111 . i1 :; 1 1 !: )! , ,, , :1 1 1: I : : i ,, ;i ,: '. i i I! I 1: 1 ' ,I 1 ! '! 1m 1i! 1J) 1 ,, mi j 1 ~ h nm 1 1 n m m m n !i f , li ! i ' i : l i rn 1 i! ! ! :n 111 m 11ii ,: i i ff : i i') j l l ! l i 1:J !• : : !i ; ]I ' , TT ; rt ! I !i 1 :1 1 ! 1 [ : In m lT I : 1:1 1 IT T i di !'] [i l l IT I : ! ~l H% I~ t~ t 11 H: ;; , : !i ,i i :, , - - ~ ~ H ¾t : : 1 1!l i ii ! Ji : 1:1 1 !I l l i! \ 1: 1 !1 J l ll i i 11 : i !i l l !1 I ii i ! i~ : In f ~ , 11:_ I i ii i :i 1! ji , ; !i i i ,i i _1 ,, ! ~I i .1 1 1 Ii i !_ I ij I! i' : l : 1 . rl ! ll ! i~ ~ i ' 1 1 I T I I mr_ : ~ i1 L 11 1 1 r1 l; , i :: : i; j ' il f ]11' ,; : ; 11 1 . : n 11 : ! l l i ( :w 11 r ! _ .W ! l! ! :l! I 1i} ] l m n r n 1 l i ! j l l i i li l 1m · m r 1! ' .IT 1 Hli ll i r :1 ! 1 il i i 1!i il l ] li l t ' ll i ! .l ! r lj l ;i i i l. ! l l !l l 1 ! i ~ ! ~ 11 1:i j j Im J:11 l\- 1 ! !l~ !ii i i_111 jJ H 1~, l ~ 11:1 !i i i I; : s: µ !; j i: 1 1 !j ! i if_ . t !j! ::; 1 _ 1 !i l l Hi! :: . 1 1 HJ m; l!m ) j ! i . ; tn j" IT J i ! !1 1:·: TI H Jj ! ]H I iH ; ~-1 n ! rr : lj j r! ' ~' ! n, 1 i ! ml f l! i I ,j L ;111 ~: i; f 1r l l 1 l fi T I I T 1 Fl in ; l! l ! ll i lf l iI T i t Ti i r i n r n m 1: 1 : 1:H !H r :H i l1 ·;q ~I ~1 ~ 1 ~~ 1T ~ i[ f ; fl ! !i il 1 1!1 li ! l 1:1 ; 1 1 1 . 1 11 1 !:J ; Ji] ! 1i] . J ~L 1n 1 l :i ni ,'. l 1m Hn l ~ ! J j , ;l j j !! : . ' l -1 ] · !/ 1: 1 Hi ( j i ! ! f, i, J \ l : l ll ii! ! H! l 11 n t m TT i ~ ; J J [+ ! 1 _I t , , ;t ! J 1 ~ ~ :i : : : ! 1; _ 1 ~ . f+ · )! ] : ' ·. ' t :- - ·, 1: .' ;'1 ~ J , 1 1 : l · : i; _ : '! ! 11 ,· 1 ~ , ~ ~ k ~• , - , , · , ' . ' I '· : • 1 : : : 1 : : ·, ' ' . ,r ''l l ,, . ·. ': , l t l i . ', ,1 1 .. : 1. : : 1 · 1 r : : .; i r : ~ 1.: : : ! , t f .4 1 tt f + ½ + 8 1 f f , f : ! 1 :~ : ; ; :1 • ; ~ . ~ t :k f u i ~. : 1 ' '; / ; · , · 1 ; = : ,' \ \ { ! : ·; 1· ! · , • : ! : : [ ! ! 1 f 1l ! ~ ; 1 1 ~l ,i jl ! l! 11: 1 1 ! t l q ! : 1 Ll ! l i il H 1 - . l : ! ll !1 1 1 ni l l 1 Jl l] , j j i , " ] ; 1! ~ ! , lH ! (l '; 1l ! 1 I~ l: : ! ~ ( 1 l1 i 1~; : : : w /! i tn ,l i ; ~ i i, i J h i r H ! 1 1 i : r l \ ! T ll l i W !, ! ~ ►-~ ~ i - : ! i l \ J d i i 1 \ i ! I i1 i i r : · ; 1 L H . ! W l l ! l 1 l · ! 1 1 ! i w :t : I H i ! ~ i \ i i l! l :q i i ! l ! ! i ! ~ , · , i : : H ] I H ll _ ! : 1 j l 1;1l1; 1. 1 l 1 l ! ! H i i l 1 - ~l ! ! ': j 1 1W l! ; l! H l 1 1 1 1 1 · , .. ~1 i, 1i : , : , i 1 ;. 11 1 1 ~1 1 ii : ii : ii i, ! m1 i, ; : ,! : i ! , r 1: : i l i 'l 1 1r 11 1 11 ~ 1 f: "il l i !i 11,1 11 1. 1!11 1 r r ~ 1~ 1: ': 1 :! ~ : "1 11 11 mi ~i 1; n1 i 11 : ! l 1 1 m : _ 1: :i t 'H i 1 / · "T T ] ? 11 : •n ~ 1 ,r n mi HH 1 , 11 i m :: 1 1 ::1 1 !i ,i f o i: li ! j ?1 'i i ~ 1:1 1 nj 1 ~: ' 1i ::1 1 11 ·, 1 1 n t 1 ; ; ; 1 i~ u P ! .[ J ;- 1:11 r 1i Hi rn ! L Ii .. i !i 1 :i 1 · . ! ~ 11 ! ~ if f < ,, ,e l · · •· . , · r , : "'" " " ' ,., . -. . . .. . ·- ~ - ,. . , , .. . . ·, t , , •. • , .,. . . ;: · , • n .• · ·, ~ , , . , . >-< . .,. . . , ,~ , ,l< C : - ' " " +• ; . -. .. . •. •· , • .. ,- n ; t f T _ 11 · 1 1 1 !t ! 11 : :1 i I'. ; , )1 1 1 1 , .f f i il l i :: ; Hi 1l mi 1 1 : 1 l~ i ; I. . ; ; w Ii ' I; l[ ~ 1~ 1 l!! ! 'ii :1 : ! H :i IP ! :1 df l ' d{ il l J l :J 11 j , 1 r r :l : Jl . li m: ~ . ,1 ~( i i ! ~ ! I: ! ~ :i ! i J f . ] _ ! j f i l , rn i! l i :I i! ; : f 'i i ll ! ~ i : i i j i ii i il l m, 11 1 -~ ff i i T W : '. 1i !'. i : 111 ~ iJ T I Ii 1: : 1 i i: 1 : ' ' r , , i • i l i i : y ' '! '! i Il l ! ,! Ii , I Ii i ! Ii: 11 ! 1 '; ti , i ;n ii Ii i ! :i ~ ;~ :1 : 1 . I mi il / 1 ~- $i ~f f i U ,m '! i ,1 il l - ~ il l ~ . ~1 q; j 1i . I tt i ! l! r l ; ' i ' 11 . ii ; 1. ~ 'i t ii j ! : '. , l1 1 ! l i l l ,r i 1 i 11 1 1:f m m1 ii ~ ,! i f ~ ! i ~r rm ,1 ir !] I 1 j! l i i1 ' f ,·_ ;~ ~~ i 11~ 1.! . Ji f) !i i I ' I' 'l l 1ii ; 111 [i I ii ,l ' i ': i : : ,~ !i ' i '/ !} T il f . ) f t \ l : '' , ' ' ' ' ! I! ,, j !; '1 ~ 1 ll i i . ; •• , ii ! ; !ii 1 I[ 11 1 ff i \r f _ . ~1 ir i ; _ ~ ~~ ~ ~ i~ r _ i r _ l ;_ : _ ! l} I~ ili _ : ! :! i_ 1: ; !~ _ 11 l: ii _ 1 t~ t _ i 4~ 11 1 ;" : _ : i ~ . 'i ,' , 2_ r : )i_ 1! ! ,: l :: : _ ) i_ i l r_ 1 _ i t _ : i r ~_ ; ; 1li mi f_ i i 1_1 _ ~ l !r !1i ll i 1l~ i i: ~-- _,' l_ 1 __ :_ w1 _ ,b _ i : l~ 0 ~f :: ~ : 1 1 i. · ~ : , ~_ ; _ ~_ : 1 ::_ i i r_: : 1 : I~ :1 :f i_ r : ' 1 :1 : ~ ; 1 : l :_ !~ I r : :~ : 1 :_ +1 1 _ · : r_ i _ l r __ t ii l ~l ' ~ r . 1 ;;_ : : - : _ . _ : ! ;: : :: ;_ • _ i ; i 1ml 4_ i t,_ ~ ;~ _ i i j; l _ : 1 ~ _ :! I: ::: _ 1 :: i i 1i_ .~ ::_ 1 1 :t: _ 1 r _ i ' . _ • _ 1l ~ ,! ' I i J!i 1 Ii i i ! ii ll t : :1 ! 11 11 :! '! J ,! : 1, I ,- J i ff ; , , i: JI ! ! 1' l l i j , TI ': ] ! :m 11 1, I !i i i t1 Ii i Tu ! TI : , l'l i Hi !! 1 1 : 1! 1 ij ,i : ; : Ii , 1( ~' I i l11 11 : , 1:1 : pl i a 'i i i \ 'i f j 1l i ! li ! J ii! ,l ! Ii , ,i !: ,i i i 1: l I· 1. : i 'i i \ ,: ! i 11!/1 I; ! !: il ! i i I IJ ! U : i rn i 'j i i1 1 l! U '[ 1 1 ii i il l ! :: : ; il ! I J l m: ~! i! 1 1 i'. H ' I : : I ·1 tj i mr Ti i l i l; i J 1 i i; i: l i TI [ ,m rn : r r r _ 1i ,t i ' .I ! i 1m tn m· !11 :: 11l' i i ·1 1 1 1 1 t 3 1 R = !H m ~l i ml ] 'n i j! l 1:1 ; ii ! I li i , i : J _ I [; ; _ i r _ : : I ii! _ , ' r_ , , :,_ i 1H _ 1 i1 : : ,l IT : ,: ! I !'_ • . _ t r n ;w 1: ' i ' ' :l l ' n IT T i i 1ii 1 ;_ m ii i ; Li r 1_ ~ : I ,i . r1 1 !i I ,1 1li ~ l i i_! I[ : 1i I,, ! 'i' i 1 ,i 1i I 11 :_ : : ! ii , D l: i l :1 : 1 11_ in m1 _ ' J i iH ii H T i f !i i i . :: !. ' 11 ' I I I ' :i. 111 :! i l ~ i . '! ' " ' ! ' ! " ' ~ 'i # • ~ • .. I " ,. , . ' 'l" f ' l~ ~ 1 r r 'i t .,i , - , , ! J , 1t n ,, ' IO ~ ~ , t < ' r,'! 0 0 rr l ' ~" " i T I " ' : ' 1 " ' · • • 1•1• .. :'· ' . ~. ,. +n •• i'l " ' 1" ' - 1l : : : : 1 1 11 1 1 1 1 H 1 li l i J J 11~ 1n : ! ! ;;1 1 1 1 .1 ,1 1 __ ·1 1 ,H . 1 1 : 1 :1 1 _ ; 1: : : ii i . 1:! ! 1 _ 1 _ 1 1 ;1 , _ 1 1 : 11 1 1 1 , 1 ! 1 :_ 1 _ : _ ! i i _ : _ :1 ! 1 1 1 1 - 1 I_ : , rn ; : : __ :1 1 1 1 1 _ 1 1 :1 _ , _ · : 1 1 1 1 1 ! 11, 1 , · i1,1 ; 1 11 !! 1L .. . ii i 1 11 ;i ,, 111 : 1 1 1 11: 1_ 1:1 1 1 : 1 1 __ · 1! ! 1 1!! ! 1:1 ff i : 1 1 . 1 1 _ n H 1 i :i: 1 1 1 1 li ! : : : 1 1 1 1_ i l ' _ 1 1 r J 1 1 1 J : , ; . 1 : 1 : , i i 1 1 _ : : i _ , ::1 H" r _ ; 1 _ 1 : i 1 1 1 _ , i ii l ! ! i : i 1 1 1 1 i ,- r t r , ~ 1 • 1 v ·· 1 " " ~ nl ! t T I ' ' l f a ' I l. •, · ~ • i] t t M 1- 1, n, 1 h ; 7 1 , , · · ., 1 • . 1, 1,l i " , 1· , 11 1n l l l i - r r - " ' ~ ·, • ·1 1 1 rj , · , "! " " ! ' ' · "' ff , , ·· · 1 f f i ' " ' ' !" 1 1 " ' ' ' I I 11 1 1 · ., 1 -r 1 !1 1 1 1 1 1 li ~ l i : 1 : ] : l 1;1 k i L 1l! ! ! ! l l 1 W j 11 1 'r t _ '1 ;i l • : · : , - 1 1 . i ;i : _ ! I !l ! i 1 ' . : 1!! i 1· 1 L 1 11 !r 1 1 ~ i ] l ! i !J : l ! l 1li j 1 ' . 1l! 1 1 . : : 1 1 r 1rn . : 1Hl 1 t 1 l1 1 i - l 1 11 : 1: :: l i i : J l 1 1 ~ l .j 1.: i l ~ - l li \ l , ! ! 1 , 1 l 1!t ! i ! 1 il l ) " _! ! I i ! 1 ·11 1 !! i l , - l l ! i l1 ~ ' . ! 1 , j i l i l . \ ) i 1 ' 111:. ! l l ' 1· 1 , , l i l i 4 ; . l 1 ! l! l i ' l 1. i ! ; *1 " m lr n i ·- H· '4 ; , ~ r mi ' . H' . . '' . ' ; i' ~I t; r , 1) I ,, ' ' ' ' I' '. •. 1 f ' ,_ m1 1 ' ' I' ,, ·1 · II ,, ' '! I i ' ,, , . ' I ' ' ,, , . . " ! "I ' " " I ' ' 1n ,,, ' "· 1· ' I ' I ' I I' " i ' . J ,~ 1 , 1 { 1i: • , , 1 ~ : 1 1 J ! 1 I 11 1:1, ·; . !1 i, :, l i \ _ l _ : i _ , qf : : 1 _ · , r : / ' : : ~ t f l · • · ~ ! 1. _ . 11 !i ' i / 11 1 r ? :l i L i l , : , L, J i 11 ,: ~ ; u1 n_ · : 1 1 :r , 1 -1 1 , 1 1 ·, : i ! I , , ! Ii ,, :· 1 ! 1 . l i i i l l ! • 1 ; 1d: , 1 1 ii i , 1 : 11 i i1 1 1 ii i / I I !, i i . ,: 1 , ,1 1 !1 ! 1 ;, ii 1ti 1 _ 1H 1 _ , n ;: : . , ! j j j . ! ,, 1 ' H ! ' _ 1 : ! : , j i 1, 1 , Ii ! · ii 11 ' 1 I Ill ; - 1: 11 1 " ! ' ' : nn , nr If TI I ii 11 f ' f ' 1 ; TTI '1 ' 1 "1 ] 1 , l f ! J 1 , 1 mi' : 1 1 1 il1 ! 11 ,1 1 1l I 1: 1:" 11 1 r : 1 : 1 .; ll . " : 1 ' i] I Jj TT II I 11 II 11 I I I :q il j l 1 ·1 : lj :T I T 11 i ~ ~I T J i T l i 1 i ; , , ; ' I ,, i i !i ' is I 1' ' 1·1 I I II I, , ' ;, , 'i M' ,. ,,, ,1 ; I I If , , ,, • ' t ' . I, . . • -~ · ~ :' , i mi l ~ 11 1 1 :' 1 111 11 ,1 1 11il 1,1 1 1 1 1 1. · ! d 1 , , ii 11 ! 1 · ; i : : ; · . ' ~ . i~ :: i1 1 1 • i 1 ,1 i 1 1 • 11 1 1 11•1 1 1 , :· 1. , !1 .. ,, 1 1., 1 1 •. 1: 1 , J , 1 ·,; 1 ~1 x 1i a 1 , . 1,. , 1 , 11 , 1 i1 ,, ~ •1 1 1 1 1 •1 1 ; 11 1 : ,~ : ·- " 1- · . • · ,1 1 ' . : ' . l : ; · 1 ,1 1 . ,! I" t' t 'J 1 T '" ~, · I '! ~ { , , . !C l } · ,~ , mf i + ~i ' t ln i h · - " I !! ' ,, , ,, In Ii i ' I' " I fl •1 . "' ! · 11 1 I! " ' 'I · . '" . ' ' 11: 1 . _1!; - 1 t 1 1 r 1 •- i i ! ! ! 1 !: h m !,; 1 .. 11 1 1 1 : 11 1: " 1 1!1 r : : 1 1 · t 1 ,. 1 1 1 1 : : ; · : i ! ; / 1 ~ 1 111 ~ 11~ ii ! . , 1~, . ; ; li ! ; ;1 1 :1 i • 1 ~ 1 lj r; 1 · ·, ! ! l . 1 1 1 1 :; ·, 11 , 1 i 1 : u 1 ' : : 1 1 1 1 r ; ; :i i : . ~ 11 1 ; • 1 , n: 1:i : ,[ 1 , 11 •11 ~: J l 111 1 ,: 1 •• 11: 1 l J 1 : 1 1~ l ! H il l 1i1! ! 1 ;: ~ 1 ; ~ ·1 1 1 l 1 1 1 1i1 : . ! . i - t ! .i J: i 1!_ : f t 11 l 1 J l ! l ! i L I 1111 ·1 11 ; 'l ~ m• , ii ' i L i i 11 1 1 1 ; 1 ! 1 , ! l ! : J ! i ! J l Ii i [ i i' : ! i j ii I ;: n r ~i lj j ! 'H ! 1, r : :1 :, : : i< ' +, ; J :: : 1 l: 1 ,; ' i i ~[ ~ f i ii · ; 'I ;! 1 !I I ; ~ ~ 1: ; !, 1: ! ' 1J1 1:: r . : •] ,I fl : ii '! ' I , 'i i i ~ ti l 1 I ~ ! ! ~l i f l i 11l1 ~ ~ ' :L I I: , i! i i il i l Ii i ] rr r ~ jM i; m :1 I~ ~ 1~ il l : I 11 Di : .! Ji ! i ii ! . , ! iJ j: J ! !I i i i· ; ·I il1 : 11 :J i [ 11li /! ! i; ! i ,1 i ' t .. 111 : m : t n 1% 1 i l ~ i: ' i ! 1 ' l l i i l 1/l l I T ! 1 :: r. ' . i 1 : ' . i : i: 1 : 1 1 : r ,! I i 'i i ; :J 1 i ! ! 1 1i! I ~G ! f f i : ~ i i ! i i1 ! 1; , r i ~ l~ r t , ~, : :; : : 11 :i ! l l i 11, ~ · 1 : m tt ; ~ r r i i\ \ T : T i ,, 1 T T ~ i: 1 . ~ . ! : 111 W l 1 l i i i l : l :1 i : l ! i 1., i t ; : 1 Ji ! . 1 ii l i lq i i l l i rl 1:1 : 1 1: I [l , i u ~1 1 :: ~r · , i· ' I ~% 1 : 1 : ' , J!i ii , ·H · ; l ; : 1;i H' : [! : ! I ( 1i~ _ @ ' m _ . ~ - - mm 1 1 i _ 1 , ! 1 m _ i ] 1 r n _ J 1~_ : • ~ _ l J _ 1 i _ : , t _ 1!_ @ l ~ l : _ L _ i : _ 1 n i _ n ~ _ 1 : i l l 1~ 11 :· : : : : 1 1 l : i 1 ~ · ~ ~ r n m 1 ~~ I ,1 1 : : ~ i r w : i i l !: ;t : 1 l! l i ~ i i :l i 1 1 :' i ~ : 1 1 [ 1 ; ! , f i l i i l ! , 1;J l ~ j ,l; n, , ! $ \ Il l 1i l! ' : ' ! ' I J _ , ! j l 1 , 1 L : ~ P I T , 1 1 1 ~1~iT I ,: , F i t 1 1 : 11 !, 11 :: ' , [ii I ,J 1 J l l : . i! ' nn _ , rm 1 ~~ - 1!1 m _ ![ IT 1[ : ! :i i f : ~ ; i i 1 - i J ' . : _ ii ;: ; ; 1~] 1 T T = : 1 ; 1 1 1 t ! ! ! ! 1:i. : u ~ 1 11: 1 1 : : _ f ! l 1 1i" i 1 1 J T T \ l! ! _ l ! r ; J ! l T i l ! J : ~~ ~ 1 1il 1·l ! 1 ! ! 1 1 1 . 1: ~r : ~ 11!11 !: 1 1 1 ;n , H 111i! : ll = l! 1 jj r: 1 1 : . !' 111J: ' l T ! ! ( 1 j i : : T T ! : ;· 1 : 11 jH ~ i ;1 ! 1 1 11 1:1 · : 1 IJ 1 ! l ; : : 11 ;1 1 - 1 1 ; m l/ ; 11 ) i1·l :, 1 ! 11 !! J ! I 111 1i! 1 :1 i rn 1 111 m1 i i ! _ m_ i 1 1 : 1 . 1 1 1 k :• i ! . j~ ? ! H I M.' 1i l l i i i : 1 . 11; 1 ! + -1 - l ,. , .• ,· ,-' l " r " -· t : .. .,. . j . , •1 - + r r o , , J -~ : . . h- + t - < "" ,. , , "' 1 T 1 T , -, "7 T h j - r , 1 k- . , '·i + • 1 · , 1"l ,, . , ., . 1 :! I~ IT 1 1 @ li ~~ ; m m 1 i : : f ;i l l !' i i ii : : !! ~ ' j i l l m1 :! : i n n !ii :; ! i fW ' W i !( : ! i i . :i i i 1r 11: i I Jil l 1:, 'H ! ,, i 111 :: : ( i i I i !i i i !! i i II :: : : I !I !' I :: , 11 1 ~ %1 1 ~ F! 1~l! mw ' m~ i , :! I T ;;J t r r n 111 1 'I :: i i :11i :'1 1 l! i 1:1 1 1111 l 111 ,i i ~I Ii i ,1 I , 1: 1 lj, ', ! m I 'I lw il i i JiP ! i ;/ I if ! , I 11 1 i' 11 , :, i I 11 1 1 :1 1 1 Il l ; Jt i _ 1 ~l i 1 I T l . ' _ l_ l . i ! . i_ : n !j j 11 ; : !i i i l ! ! ! l !i i i 11 1 : 1 r ~ . m, _ i f u :: 111 _ : : 1 :1!! :i i i 1_ 1 1 1 _ 1 111 ! , ' • :1 1 1 ! i! ' !! i i rj ! , :u ,: l 1 1 f f i ii _ ;l l l! U , t ~ r - 11, , I I: 1 ! Hl i1 1 : _ 1~ 1 1 1 _ 1 ~ , !, 1: :il ) ! l i _ · , ,_ , _ r1 1 i l: ! 1 ~ 1 : , 1m _ II ; . , _ : _ 1: l. l i l .l i l ! ; H l i ! ) l l !1_H ! __ m ! 1_ 1 ! Ii 11_ :_ 1i: , :i i i i: : 1 . : :11 _ 1_ 1 1 l! ! I !1!_ J _ i _ i i l l !1 1 1 1 .. . 1_ 1 , _ 1 1 : 11 H ·._ ·! jl i ! :_ i : _ i 1i i 1 ~ _', , Jj i i 11 _ ! "1 _ ·. 1_ 1 1 1 ji . :_ ii ii ! ! :: 1! 1: I i; I , f :l : ~- :n :m m n !T I ' ~ , i ,n n l m m, ]I T , IT • 1,lt j : 1 ! i , rm !r O ,;~ . i ,, 't 1f "i ' ! i ! :; ' ,; _ . II I ~, !' I ~- !C ]1 jj i : 1 ; I 1! ~,1 1 : 1 1 }! i ! !i : l l l l l 1~ ~ ! H! : N :~ 1~ ff i 1 1 ~ , :] l i 1 i i i: W 1 . ~I Ii 1il i 1 1 : i ! l ' ! i : ; :'I :i i I I 1 ll u l l l i i I ! J 1! : j 1,1 1 I il1 1!i! ,i i 1 j; I :i 11 1 ! Ii !i l l ji i i1 , l Ii \ ~ ~- il ! 1 I l, : I ~-- 1il i1 i l ~: .. '.l ! 11 1 1 YI 11 1 m 1 ~ " - +, , , . - . . • . . , .. . -- - • =- ~ - - . .. "' -., - .. ,, , , . , . - tJ J ~ ii u l t m -- "" - - ,._ - , . . . . . i . n . , l . m 11 1 1 1 . , - i i :1 1 : l l i l '! Ii LI ll l i II ! 11 1 1 1 1 1 1 ,I ,1 I il . ii ! i 1, i !I i ll i ~ ' J i l J ! i , ' 5 , i, -~ - 1 1 1 : : 11 t 1 . ;, ! I Ii i , . ' ill ! 1'1 1 11 1 1 1 1 1 1 1 : 1 1 ., I" ,1 1 1-1-r· · · · " I I ' " ·i 1 · · i . • · • 1 1 1 1 11 'I I 1; 11 1 ·1 · 1 ~ · 1 1 ;, 1 r " 1 1 1 1 1 1 · 3 · UI ., ,, '1 ' 1 l'1 , :, 1 , I :1 ~ , ;' ! f i n 1,1 1 I: . I J~ ' l ,1 , 1 1, I ,I " :I I '1 ,, I I ' : lj ·: Ii ,,: II • ' ' Ir • " ~ " ' .} , ,, ; , 11 1 LI :1 : ; I 1" 11 .. . . ': , i j ' " ' ·: , : !1 " ' 11 1 ' '' I I · I, , ~ ' '' ' I' , , I I ~" I .' ' ' I II " 1, ' 11 : 11 , 1 1 1 I~ !i i i ! ' ' _ ' I 'I ] ! . ! ! 1,_ , j 1i ! ' , ,I i !1 1 I 111 ) i. / " • ) . 1 : :1 1 ,; ! ,i i 1. . ,i ! I, l.1 ~1 1 I i ili _ l 1_ .• I j . ! . IT T ' 1' I r' " 11 t 1 , , . , ti t IT T 1 '' I rr , ~ ~h r . a ~ , ti 11 , n ' ti - j ' . ' f , I" ,, "'~ 1 1 I I '" ' "' ·~ " ' . I I l! ' I ,1 1 , , i 1 i " ,., lj i , p: tr ' [ 11 · I [! ' I ' " ' jt t , ' 11 1 1 1 ; , I" 11 :: , II ' ; II '1 1 1 1 1 ' .. !1 ' , :: : , ': J j1 1 , Jil l ii 1 i " J, ii I !11 II : , ii ! . '1 ; ' \ :: f i l ! - Ii i i G: ,! :I i I :! .: i! , ! :: 111 i Ji . ; ! I 1: , : :! • : ~ 1 : 1 ,:, Ii ' !' \ :! , , : 1! 1• 1 1 •1 : I 11 ' i jJ , , ,! : 11 : , "I ' ' 1~ ~ i l l il! 1 .[ , 11 I 11 ii i · ~ 111 ii i ] IJ - i 1n 1:1 ! 11 j I 111 :] : jl I" ' !_ ] l 1i1 i .i 1 f i ! ji ll i ! r i ! !! ! " ! ,! I .! : 1d , ii . l y 1 l lr I :_ !I - . I ,. j ' ] i· , . -; i f i l l i \ 1 1 , q ~ f ~ l j ; 11 ~ ~ ~ f i ~ H 1 1 it 1 1 1 :1 1 '.i 11 ' 1 l ! h l 11 Ji l 11 '1 11'. 1 '11 : ii! ,!1 1 1 1 1 1 1 :: :: · : 11~ ; ,T I : 1 .. 1 i' t ,i J l i i ' . 1 1 1 1 17: I T , 1! f 1 ; . ' ,, · : ' 1 : 111 1 1 • : l l i ! '1:. 11 ' 1\' 1.i 1 1 l : , 1 1! 1:1 i , I ii : 1 , : ' l i i ! !1!' , ! !! ! ~ 1: ' . ! ' il ! ! 11 i! 1i 1I :1 Ii q l: 1 1 1N 1 ii i '1 i I 11 I ' 'i i i , 11 . ' . l l l : i l, r I ~I ~ mi f1 T 1 11 ry 11 l, 1 i P : 1 1 1 1 ! 1]: ~ I ~ ~i J'i l I; : !] ~ l IT , 1 i 1. 6 J'! P 1 [ 1 , Tf j 1~! "l ' ,} 1 ,1 :; : : ; ;' 1 i ': :r i r m11 ,'. L 1~ 1 :~ W ii 1:1 : 1: ~I ,1 nr W1 F ~ / : ~ ;' 71 1 1 \ 1f ·n ; '' i'w i l j , 1: 11:' ~~ r ; ; Ii i '1 1 ,I i ill , I - ·I • ' '] ! , ~ ' I ' i I ,r r i ii i l ii t 'i 11 II :I ! I 11 : 1_ ,1 . I 1. 1 . 1_1 _ j I, i ~ lt T T " ' , I' , , Ir . , , , , , 1 ,. rt ' ! , 1 hn I! ! I , • ·I I ;. 1, , , ,. 1 •,, , , 11 1, • I' , ]T I j1 1 H · , , , ' 1 1 I •' 11 i. ; : t1 1 1 ,!1 1 1 , : , 11 , "r n l 1, 1·1 , , [• ' 1, , tt 1 1 , · I' 11 11 ,, , j l , 1 1 1 , · , " , ,1 , , ., . II II 11 H Ji i l l 1 1!11 i ,: ~ ~ ! I Tl n i 1 L l ; : ' I 11 : I 11 1 I ! 1;! I 11~ , i ( j1 j 11 1 1 : ' [J i j 1: l I fl I: ~ l:1 1 l ! q 1 1 1 1 1 1 1 ~ 1 i .~ ,1 1 : , sl 11 H~ l i 111 t l 1 : 1:l 1 J , 1 : l J i 1 j 11 : • 1 1 11 1 11 I li 4 11 1 i i1 ! i ,' i , ~ I :, 1 :l _ . 1 11 11 1 1 l l! i 1 11 i1 : 1 I li 'l I 1 ft ! HH 1 - 11 !· ,·. ,i I 1r n i il ! l l! ' . 1 i! I 1'! ~ ', ' Ni : 11 1: 1!1 il 1] m J '1 1 il l i I ' : I 'i '. 1 : '! :: ' 1:, 11 I: !i i I~ l1 :: : : ,, , i 11 11 '. I i I ::1 1 i ': :m · m 1:: 11 u:1 ,j , :: 1 : I 1,: ,! 1 : ii ; Al i . : : !! l l ! I T I I 1:I !il 1 I 'I T T i :! ! 1 l! , i 11 ! : '. 1li !: i; : ;I I ; i: :J : 1 ; ' : l ~ ii 1'I i ,I : Ii ' : :, I ! I 1 1~ Il l l i, , , I I , IP ! l l ! f , 1l i i I, , I r ~ !t l f t • .. J" ° ' l " I • -~ '" " " I ~ ~ • " ' • •• ~ .. ~" ' ' I• ! + ~ " ' "' , . · ,; I ', I 1: 1 r i! :f f i ~ I t: 1 , : 1:J : :: 11 ,: · :m i , , l: " 1 I Ii , : 1'1 1 ij : ;! ' :· i I I, 1! '11 ' :1 1 1 !l , 1 i l i l i / 1 4 1 ; ~ !'1~\ : ,l\ 1 m J1 ;,T T :' t r : : ;1 ti ,I ~: 1 1 1 1 1 ,: i i ~ .1, iJ i w i: ; : ; ::1 : 1 fi; , .'I I !1 H '; l ! ' i : : 11 ', 1:: '.I i ; ) I :1 i :: : l1 I~ ill ! li l Ii 'I 1:1 \, ' I 11 i 't l l ' l1 1 !! I ,,I J I 11:1 ,, , , ,, , , i I 'I ; I' ii i ', 11 1; ~~ - ' ij !i ! ! r ;; ! : , _ ' ~ i l l " ! 1r m 1 i ~ 1 : 1 f l ; ~ 1 : : i ~ ;J : ] i J : i ~ '1 1 ~ , i t ? ~ ~ i ] ' 1~I T T ; I T : : 1!l : " :~ I T T ' ; 1 ' . : 1 ! T i f 1.1 w1 : : 1 : : r ~ 1 l l 1: ,: ! : ' : ; ' ", i ! t r : 1 ] I T 1 : , i : ': ( 1;~ 1:: 1:\ 1i1, J~ 111 1 : : 1:J 1 f : ' 1 ! , , l ' ' . l 1,i i : i1 ' 11 1 , il l : , ! 1' 1:} , \! I I ·i 11'. I , I: :1 1 11 1 11 '. 1il i / l ! 11;t i l 1 ! 1 ': ; I I I ·: I !! , I ~_11:_ 1l'. l_ i _ i · ! · _ 1 J · . - ! !l ] ' [ " .. ~ 11 (J 1: ' 11 11 11 i~ 1 w t s 1r 1 I :111 !j f I 'I ,1 t 'i i ii 'I i 1,J i I; :1 J i! i J ! 'i : 1li1 ;' ! i: ' 1 •:, ,: I 11:: I: ! I, 1: ! , rm q, mi l j !i1 11 li1 I' I! ! ! i' :j, 11:, Ii; : ii ] ' i' I Tii ~t ! ~ - 1 :; 1 1 :1 : ; ; :: > (I i 'I i ' '~ tl . 1 i ! 1,1 !' . - ' j 11 !I j' : ' ,i : I ': H : ,' : ! ,i i i 1 ;, : 11 i; l , , ' : : 1 1 1 U ' J : ! ' ii i 111i, I I, ! l, ,I I i i I ,j [l l i l! ! 1! l '! 11~: ~~ tr i : ri ] i f l 7 1 1 1! , : , 1 ~ 1 - - , ~ w r r : - r. r 1 f1 ,1I ti 11 11 ~l ! il L ~: •i i 11 1i 1·' . ' :1 1,1 11:1 1 : : l I ) 1 H] 1 '. 1· I, l! 11~ 1 1 r , 1 1 11 I J 1 '1 ' 111 'm · 1 ; 01 ,; ~-d , .: ' : :I IJ - l i , '' , 1,111,, ]J i , 1 · I' 1 1 rl : i :1!' 1~11 l~ i 1 1 1 !1:l t1 ; : 1, 1ih 111' I I ]1 li : J 1:· i 1~1 )1 ::· · lj j l; 1 1 1!H ! :r 1 1l I Jll :ii 1 1' 11 ~i ~:: 1]! ' lj l , TI J t 1 'I I Ji ~ 11 : ! l ll l 1 I Ii i . t. 1, 11 1 1 _ 1]! 1 . ii l l ll 11 l jl ' ' I I •I ~i ' l lli 1 t l 1• ' 11 1 ' l 11 1 • i ii • ;! ; ,, . I" Hi t : ' ' rw l 1, ' '1 I I 111 , I Ir II II II l ~ Ii , ;+ + ,, ' I :• . I 'i i i : I ~ 1 1' 1: ,' i ;l 1! l+ + i ' 1. ·~ ' ii, I. ; . ·, , I' '1 r: i t t 1 • , f i j ] f u ~ ~ i 1:; ' l l 1 ; · 1 ~ ~ ~ i, 1 ,I 1: I 1! ' · ! : 1 1 : , ': : · i ·' . i l l : : i, , .. i, . 1 ] i 1 1 : ~ t ~l i 1 P 1 !-' . ', ' . ' F i J 1 1P: ! I fT : ~ i / P : , : : 1 m 1 ' 1: :, : 111 ~ d' T i l i : t i ; 1 ~ . : : 1,! , , : ! [! I : Ti l ! jl ,] !: JP I :I i i ,1 11 ': : 1 1 1 ~ 1 i 1 : , i ! I 111 ,: 1,: 1 , , , ' ) , i ' \ : ; : 1 1 : 1'· 1 !1 ; 11! ' ~ ; il T : ! , ! : 1:I I I H l 11l : 1 t i i T I 1n1 , !! l j i, I I !i l l i '1 i \ fT I ll l ! l ! : 1 1 1 f : m ~ II Ji I ,: 1 '! : ! ,: :i 1!1:I : :! ~J TT ! i ~. 1 , 1:1, i' ' 1 1! ' . , i j' i i ] 1l: 1 i1 L ll : , : ; ! 1 1 ; ~ Wi 111 ! ' I! i1 l i J~ I ;: : 1 r i ) i ,, ' ; il i ! ' U ,i j , i' ! ' 'i t TI ~ T I ~~ : tr ,I : i; l ' . li l i i ~ : I I ~n l! i l ] mi ;_ 11 1 : i li1 1 i I ! ~~ !~ I i Ii i ~ i! :: i1 1 i ,! 111 ; li 1 U : : I 11 1 1 i : 1:1 ;t 11 I ~- IT T i, 1 ! :1 'I ' r 11 _ 1 " i 1!11 i Ii , '~ - I : i: ! ,, _ . , il l j 1f f i · l! . l · m , '' j , i f i , I ; 1'1 Ir r : 1· lt i , '1 ,, tt , 1 f t tt : jl i '1 . : l , , II J J 1, l!H 'l i ' i 1 1 ' 1 1, 1, :, 1 t t ; 1 ·1 111 l • t t l : , n t n n 11 , ,, ", I T T T : '. ' t l , J i t ; T i h, , 1 n 1 1 1 ~ , ' ' II ' ' ' : " ~ 1, 1 . , J1 l ! \ I i I 11 1 11 , , 11 1 '1i' J ·n 1 "1 11 1 1 '1 1 ! ' 1 1 ! ! ' : I' ii ' I ll j ,, : ' Ii I II II l1 il 1 1 1, . 11 1 • t1 111 i i!· 1 /. , 1 11) ii - H·1 ff nq : j I 1 11 1i ' !1 1 1 11 1 i1 i l 11 1; , 111 , 11 , : 11 ; 1 , . q; 11 1 ; 1 1 1 1 : , i Hl l 1 : ,1 l1 H 1; 1:1 1 , 1 I I, 1, 1! 1 I. . , • I 1· . 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H i 1 ' 1;11 ]lj 1 !l :~ r i ~ 1 r r r 111 1 1 1:! : i ! 1: J 1! l l ij I iP : ! 1 1 ; ~: W! !- ' . 1Wl i l ; l mr , , ii ~\ 1~; ll ' 1! 1 '.i 1 1 :1 1 : !l · ' 1ll 1 l l11 ~ ;1 I 1: : · ! 11 ,i l !t1 jl ! i ll , Il l i1 i 111 :l ', t i◄ ~ ) I I !I I I 1l Ii l- ! l · i I 11 i ,· l :·~ .. tn r mm : 1lT I m1 !i, 1111 i/ 1 ' !~ ,: ,I ! \~ !f ! 1 i i iJ i] : 1 1 1 1 11 : : ;I :i i I: . 'i n ~ ' : ! 11 !1 11 j' ~ ;: 11 !: 1; :1 : : 1, 1 :1'1 )! 0 fi r iT T 1 ~i t [ ! nr ~ !~ 1 !I i !1, i: : ! '; + i n ~ - 1i' 1,! ! j: i , i, l : ; :! 1 1 { I rm ; 1 / I 11 ,, :l ': 1 : 1 1L T ii :1 i I' ii i ,! I 1: 1 i1 I 11 :i ! :~ , , 1,1 t ni ' 11 1 1 i: : l 1[1 ~ ~- 1i, l 1 ·: : 1 :: . • ! ii Ii ,_ i ·I· 11 Ii li " • ., , "' 1, . , . , _, . ~ -: W f i t ., , , _ fr 1' 1 " ' i• ,, . , • r r - , " m rr ·~ r r r M - · rm ~ ·: J l' I :: i : II 1:l ! i I' l il ~ I il l • q; 1! 1 ' !~ 11 ll l l j l l l ' ~ i 1:' . :: 1 1: W· ! 1, 1 1 i, i : · , : 1 1 ' ! 11 f 11 : r I ·1 : 1 1:1 li l i l 11 1 ;: ' ! ,'1 Ii 1: : : 1111 :" 1 'H :, 1 :1 il i ! !I i i 11 ! 1 ~ Ji ! !] i i i' ' . j I :, : I ul f ' . \ i i ! : I Il l : !f 1 I I j~ ~ I 1'l i l I; ,: l j 11 di ; •i j, ~ lJ I :I I i1' I~ I I ]: ! ! I! F 1: ! i 1n1 l r . H l ! , Q 11( {I 11 1 1 i iH i 1_ !I ,_ ' _ 11 I 1! n l' f: I tu : 1 1·~ ! , f i ii i / 1~I j ~ · ~ : il i • r i: t ' l ) J i l ! !! i ' l ' t: ~ 7 : 1 ; in ~ , ~ Jl f o r t ~ ~ ! \ ' i L i' : ; lj j 1'1 • : ! I ii l 11 : n ! : i 1,1 i 1 : 1 l Jl l j~ i ui 1l ,I j• : t !1 wm t t l i f . ; : :1 1 , im . i I, ; : ii : i1, li i l ! 1'i ; I i1 ii ' ,1il1 ,1 il l ; : , ! 1 ,I l l , i 11 1 1 , 1 !1 , ' 11;1 \ l ,1 1 ,l m. ] !1 , . 1 1 • 1~ = • iW ~ , , Ti' . ! 11 , t: l i i I; ,r : t ii ; : ! I 1i : l ~ .: 1 :1 r ,, " 'i i I 1L id . : i, I i11 'i ' ' W: f ~ i ff i 1 :1 1: :: ,: :: , l: !I ~' ' I : 'i l l ' : : l 1l i 1 )I .: 111 w : , 1 : : 11 1 i, 1'1 li r : 1, ,: , 1:l i i :; 1 r: : i' I' " :: i I fi 1: 1 111 ji 111 I 11 !T T ] ~I ' I i Iii II I I ' :i l1 1 1 1 1 l ! J I I '' I jl 111 1, " 1: ' il :l :, I ,: ! 1 1 1 1 ) ,, n :; ! l 11 ! m1 ;n , I , 1: .f r l ! 10 1 i 1 ; l !, q : , , !: i : ii ' ! :l : l :1 , h I i'. ! i !1~~ 1 1 m 1 '1 1 i1 i i : l !'~ 1:1 i, ' ], !' I, ' ; ' :,1 1 11 ! 1J 1 j rn ; Ii \ ! :: 1 ; ! 11 : 1Ji i l ; ' i l ' Ji ' ~ 19 ,1; 'j \ ! , ![ : , il l L, !: , '1 i j ,! ; ,1 ! Ii ,1 l; fl , I, I 11 n ,: 1 i11 ! I i. m ~ r ;1 , "1 : 1 1 11' 11:i ii ' ; I Ii :1 I 'I i1 I ' ! : I i ii i lj ! ' : f: 1 1 : ( : 1 ' ; 1\i I ~ n ~ t w 11~ 1?1 1 1 , ( j b J 1 , 1 J ! I l1 1 11 rn 1 1 11] l j , : l ~ l n : I '1 1 , iI T T ! :1 ;i l t i ; t: li 1 ~ m - 1 i : ; ~ 11 fI T : : , J l il 1 ii1 :: ii : f j ; , 1.i 1 i ' : l : 1 , 1.l i ~ i ,' 1' i~ l f '. i : I ;r ' 1 f l l i ! : i 1 t ( , ,1 1 ) ,I ,I ! i1 !J 1 1!r :n 1 Ii '; 1: 1 : i ~I \ 11 ,· ' ) i i I, ; { : , , ; 'I ' :1 1 I i 1i !I Il l I Ji i ! l i i:1 1 11 1! : 11 1 :: : , 1 ;: : t. 0t r : t, TT ~ t - - 1J 1 11 1- , ~1 1 1 1 :1 ,: : i ;: : m 1't 1~ : 11:1 11 11 ~: i ,! , , , :1 rn : rr ! 1~ ;: 1 ,1 Ii ' . : 11 1 :i , :: i 1: 1 ~ jl• : ' : 1 , ; : : ~ ~ !'. . 1 :, 11 1 1 1 : 1 ~ ,: : .' :. I 1'i i: :: :: 11. I n1 ': :1 1 P 11H . 1 I 1 .. I 11 ! 1 • , :t1 11 11 1 11 1i 11 . 1:1 ~ 1 1 11 1 · :1 , : 11 11- -•11, 1 , il l ½I ! '1 1 ; 1 ~- 1t ll f i :r 11 : : : . I !i i : :: !) I : d: 1 1 1 1 ' ! 'I :: ' I ,11 · I 11 ~ rt t m ~ 1, ! 'i I'• 1i ! :1 [: : ,' I i }J Ji l 1! !; : Ii i , , ! d! !: : ,:, 1 1 1 1 • Ji , ; ! ! :1: 1' : t · ; ~ ii ; ' !' 1 11 ~ !; , l ~ 111 i' i l ii I 'i ; i ;I 1 ;( I ~ ~ ! n: 1~ ; I ! I j I 11 lf f i ,I · 'i, ;! i ij !' : i1 ii i \I I I 1i ,I I ; '1 , I : I . ! i !J I !L i r_ , i ! ii fr , ·H tt t j 1 '! ] 1 ' I ' Ii 1 11 , ¾ i I :t l ' i r, t tt H tt f t t " ' 11 . : ! I i! 1 1 1 11 1 ' 1t1 "l ! I ,j 1 .1 1 1 i' J l tl r , tC Il l 1, ,I ! I '1 1 1 ' 11 i l I l J I 11 1 I I < l IJ ' 1 I I 11 j 11 I ! . ; 1 I ' :. '' r 1 1 l l· I; 11 I, I i; O ,I :l r : 1 .i : ] 1d , l l ! ' n : 1 :, t t ~ f f i : m, it ~ - ii l l ) ,1 li ' .. :: 1 1: l' ' I ~ i! i i l ~- i ' IW ! 'i j / ' Ji _ . \1 1 , ._ ' ' l:i _ i 1_. _ 1_i 11 11 . l '_ d r n ~ :1_ · _ 1 !,1 , 1! 1 1 i ~ 1_} _ , : _ 1 j l. l j j 1l· l 1 _1 J n_ , 1 · 1,1 ' i '' d I !! H !.: . Ii ! td l i : 1 1 _: 1: I! _.1 1 1 1 Ii ,I I I I il ! ii i . •J m mi ,i ,,1 I il l ii ,, 11 1 1 1!l i ' I. 'I L : ,, j I j) ii 1,1 11 I '' t ; 'k ,1_, . ': 1, J L . i ,. ; 1 ii ~- H 1m r d f , - 1 1 1 1 1 ~ t , , 1 1 t 1 i 1 t n t . , l i f , , , , , .. t. , . ,j + c m i t ff l f m r n " 't t i 1 i I '1 ' P i l ' ' ' " . ,· 1 1 1 ' ·1 1 lj 1 1 • ~t , I J I ' ''' l l i - ; r i , · . , m · 1 ~ , n, '1 r - - r , 1 r , ; l l l : : 1 " 1 '1· , ,l 1 ' • " i l l 1 ' t " " " · • 1 ' ' 'I '' I " I, , , ; i 1·1 i !' ,, '1 · 1 1 1 1 I I 1, . '• I .! 1 . I ,f , ; , J i ., , , , , , ., ' ·1 . I ,1 i: , :1 , i • jil , , . ·'J f · . 1!! j HH 1 I . , ·1 - i; Ii i · ., 1 t' 1· , 1 '.' ! ! ' i ·· 1 r l ' I ·1 1 , I; jl ' 'I li , . i I •. -- i 1·: ' ' I ' , , . , , . : 1 .1 ' : i 1 H! t ' . : U r , l . 1 1 ; 1 . 1: ' ' i ~ l ! i · I J i !1 : (l \ 1 d - 1 1 . J 1 1 . J t U i ! d i . l l 1 ij 1 1)~ J i H ! i ! ' ' . j ' , : ! l d : H . 1 , 1 ~ i: 1 i · 1 ·i1 11 i : ,· 1'. ! ! ; .. 11!: •, : 1 1:1 t- . :, ., 1 . : : i , ' 1 .. ,H , . . - • , _ ., , . , , , 1• 1 n ,1 1 1 t r m 1 ff i , •;1 11 , 11. 1T 1, , , 11 11 1 , r,. ,1 , 1, ,1 1 111 11 IT ! 1 . . 1,- , , ,. · , 11· 1° 1 1 1 .. , 11: 11 i 1_ 1 1 .i i ,, 111·1 , l• i . 1 1 1 1 ' ' '• 1 · · · , l J. · - , ' '• · · ,. . .·• t. , ,• , 1 1 1 t I' l ' lj , I' , !- I• "r •~ • H t t f ·! i ,. , . 1 ': - i fi , 1 ~,] : 1 Il l ' ,. 1,, , 1r ; 1 !I , , . , 1 , 1 , 1 1 ,, 1 ,, 1~j J 1 r : ~- , ,µ 1 1, , ,, 11 1 "' 'i t ·, i , 1 F ;1 1 1 . ! 1 ,: .. 11 1 "' 1,. , 'I ,, , , ." · ' " "' , · · ', 1 , l,J . 1 1 I .. ; • ,1 11 , 11 •. • 11 1 I• II · : l! 1! · , . 11 • lj 1 : , , : 1, •:- ,.• i : , ,! . , '. ,1 ~ '. 1, It ! , · • 1· ::. I. ; It ! • m- : 1 ~ J i , i r : 1 1 : : m __ 1: _ 1 b 1 11 ' :: 1 1 i ! i : · 1 1 ; : ~ , : , 1 : ijl • 1- ; ! :i :· 1 : 1 ! 1 : i , . t ~ 1 1 ; 1 : i i 1 ! 1 1 i 1 f i f ; · : 1 / M ~ t 1 1 : 1 111 11 , 1 nm ! • 11 1 1 1 1 1 1 __ 1. 1 1 _ r n 1 1 1 , 1 _ i• p', j ! i . !j : :1 ,1 , ~ ; , ,, ;. 11 1 1 1 1 : 1 111 . 1 1 : 1 - 1 1 1 1 - 1 l ' l 1 1 : 1 · 11 1 { _ ' , , i ' 11 _ 1 1 1 1 1 1 1 1 1 : _ • · _ 11_ 1 1 1 1 n 1i ' 1 1 1 , , - 1_! : i 1 w 1 1 1 : 1 1 r 1 1 1 H 1 1 1 1 1 H 1 1 : r , lt l ; i ,. .r 0t t · 1 · 11 , , · •1 ht '' '7 ' , · 1 · ,, 1 111 ,1 , 1, , 1 ,, , , 11 rn l f f i j )1 ' IT 1 · 11 < · :1 1 · r 1n '] ' · ii ' I 1, , ,1 1 ·l I~ · ·· " ' I 1 11 ' I • · rt · rt ' 1 · · · 1r · ·p ;1 1 1 , · li l j j ,. · " ~l~ , ~ - i - ~~ 1 q : : ' : l ! ! ~ r1 1 - i1 l 1 l 1 1 1 i ·1 1 1: 11 1 1 : 1!, ' - : : \ : ; . 1:: • 1 1: : ~ 1 ~~ 1 t ~ t l P i i i 11l i i J 1 1 1 1 i . : ,1 1 .1 1 1 _ 1 1 ; ·1 ; u . { i i l ' 1 1 H t n q 1 1 - ~ . 4:! i . 1 1 ! :n - 1 :1 , l i 1 1~ 1 ,~ 1.1 1 ·i, -1 i i n 1 ! 11 '. q1 1 1 ;! 1 1 in : · 1 11 1 )1 1 u 1l H , ; : _ 1 · i ~ 1 ~ i !1 . H i ! ! 1 , ~ 1 i - - \ .i 11 ]1 ! 1:1 - , .'i : ' ~ •: · ,.. j a ,1 l ,, 1J T \\, · • t+ 1 + H t '< :- r m ! ·1 nt ! , 11 J ', 1 · I · I ,'- ; IJ : I ,. 11" 1 , ,! 1; i I • '~ · • ' , 0\ • !I ;, I !_ , ! )t ~1 : il i l ~ !1 1 11 1 , Ji L' 1' 11 ," 1!~ . ' . i I_ , ll : 1: 1: 11: :1 r: : I i, 11 ] : : 1i i :J 11 1 ' 11~ ; :~ 11 ; i ! ~f f l i : 1 i ii i 1 ii ii i ! ·; . j ii ! ) :I !J J I ii ff i I Ii ~! I '.1 ~ :: !l i 1 il l ,, I' : J l ! n : ri I i I I H :: i l : 1,; 1 I I i i !1 ii i !l' ,: ' ~ ! l1 1 , J 1 i i i !i Im if i ~~ ~ 1 1 1 l : i : 1 ; , ; 1 1 • · · • · · · · · ) , · .. . . . . '" 11 1 1 ' • " ' ! ; '- , li l j · 1 · I 1• : J I 11 ! 1 · ', , I 'i i i ' . i 1ll l t l , I 1.· . i Ii ; ! I ' I jl · :1 : i : . 1 1 · 1·· i . ,i · , 1 11· , :1 1 1 I, 1j, , l m 1 1 1 I ,d + . : ' : 1 1 ., li" " - · 1 1 . l ! , · · 1 ~ ; i" l ' . < : ] f !1i· . l i l j 'r : _ ' r r · : l l i J 1 ., · - - 1 : J i ' . : 1 u1 · i: ~ ·'' ! { : :, i j ! ' ! ,i ! 1 l ! L :i- 1:j l : !~ ii Y: \ 1r i H , ' . H i l Hi ! ] i! _ ; , !\ : ]! 1 i !l' i l , - 1 . i1 1 1; _I 1' 1 1 1 '. 1: , 11 · _H j 'l 1 j j·1 . - : !; ' jJ 1 .! - , 1 . ]; ,; ,i 1! : i . ; .. : I~ ' ·1 1 !H j' ,. ! ! ?!· , :H I 1-i 1~ P! :· i . r l , .. ;. :- t . + h , , ,, .. ., .. , . . i . 1 ~ . t < l - t . , t ' " !" t • . 1 - H i i + , I' • .. , '" r 1: ; •, .· , I -~ s i, , .• · , •·• l ,. ! j . • .· , 1 ,. , _.- r t · r 1 I l ~i . · .· j 1, : '" ! •' !I i i ! ; i' l l i ! i ii : ! ~ i~ ~ 1 l ! ! I ! 11 1!1 : j i ii i 1 ! : ,t 1 i 1': ' i : 1 1 : : i . ; f , T I · i iJ ! J f ' 1~i 1 il1 1 1 . ; 1: 1 :T I ' ih 1:. w 1 1 i : Hi ) li l : r 11 !1 i ' 11 : i hi I 1, , ~ i '. i i , , i l '! i! I j I, 1 ]i i I 11 m ii !1 11 111 1 l ,j ·l l 1 lf l 1 t ' l l t ~ .· '! I i i, ,· · \ 1 1, ,i' I ,f f , ·· . ·r , • tH 1 ·" ' , . 1 tr !. f i" f - : ' 1.,- - - , · · ": •• • : i+ ' " , r rt - • . . · .· . +: ·1 .' , , 1 , , i, 1 , ·' ; , , H· •· . •., , . , , ; ,] 1 > , ~ 1 i ii ! 1ii 1,i l l i l i 1 : i t i ! l . ;H l l l l l 1!f 1 , ~ ! 1 i 1 1 1 ' 1 ! i :: ~ l : i i 1li : i i ! l t 1 1 i 1 1 ! i l 1 r 1 1 1 1 1 1 1 [ 1 i l ~ ,, · i ]i i ! n, m li i i ' l i , ~ l1 li 1 l, i i ! \ ! 1 1)1 ' 1, ' ' 1 , 1 1 1 1 1 1 1 1 1 : 1 1~, J : !1 1 1 I! 1: : ' i l It i i) 1 :, I, 1, ! ,J 1 l _ , 1 ~- 1 , l1 . · h 1! 1(; 1 ] ! ' _ ' L. ! 1 _ 1 _ i l1 1 1 t 1 1 , I . ' I' ', ,,f 1 1 11 1 I 1 ~· ~. '1 I 1: J i 1 I 1 ~ ' Il l I l I I. ' ! 11 1 1 I i " ll P ! 1 11 · i' . IJ 1 1 '1 1' jU 1 'I I I 1' :1 · 1 1 ; ! I 11 1 1 1 '. · ,- .:. u . 1' 11 ll j ' 1 1 ! 1 - ' ~ t m1 ! : 1 1 1 '' i j '1 1 1 1 1 1 , · 1 1 , I '. 1 1 J 1 t 1 : 1 1 i I •1 , : 1 1 1 ~! l ! \ l ' I I '! 1 '1 1 11 1 1 ,l l ll ~A . I I' 1: I i,- 1 I "" i ! ; ;1 1 ' ) ,I 11 .1 ; ! l ! . _n ~ H l j ·1 i_ i ' . ! ! : ,:. 1 Jj : .L {f i ! _ , I !! \ 1 d- ~ i , ii 11 ; . 1 ;i1 1 J 1l! c , - 11 i r ,, , 1· l - ' · ' j - · 1 - · M * !! I : " ~' + + · , , · Im " ! ' " ' , r, ~ tl ro " ' 1 • "' 1- , , 1 u - , 1 m . , 1- , -· . , , ·1 ! I "• ,1 1 1 1 ' "" · ,: · ~ 1fl ·, l r :1 i : 1 " 11 'l l ; 1 1 r i · 1 lj ;;1 1 ll 1 11 d \: :: 1 : : 1 : il , , 1 (: 1:1 : 1 1;:: 1 :1 1 H '! ~ : ; 1 ll j HL J ~l 1·] ;l 1 ~ • 1 1ll < S '1 i : ; :; 1"1 », 1:11 '. d il ii ) ~ il j I\ ! ! ' ;I i 1- j ' I J: , ii 1 t ! H m n 1 H i " H ! H ,_ , i 1-i _1 ! : i l l ! 1 I 1,! _ ] j ! ] · , ! '· . 1 . _· , / 1(1 ;l l i i· ! ; ) 1 r ! 1 i 1fi h ~ · •' 1 ~ ·1 + .. i~ .. , ~- , 1 t , 1, ~ T! n , · ,, . 4 +; - , , 'h ' ·r - , i , 1T i ii ir : 1 •1 1 ° , i i i ·i · 11 : • i· 1,: . , ~. 1 · . '. 1 1 l 1 1· ·, •~ i '' ~: ~ : il 1 - 1 : ' 1 i ' ! 1 1 : : :i l l i 1 J: !~ : i! i l '. 1-: : ! i ,, J i l l ', : I rn , 1 : ) i 11 ·' I , ~1 1 ! ' ' ' ', l 1 1 1 I· 1: ·~ ii •: 1 m l I !1 ' ! 1 ', 11 /!1 1 ii 11 1 , w 1:: II ~ , ,1 ; . m1 1 : :, !I in i!1 i' - 1 • ,H l 1 II , :j l : 1 1 : i! 1 1l! i i 11! l ll l1 1 1 1 1 : J1 j ! jl I I, d ~r i ! i ,I 11 1 ll i 1· .: F 1 ~ i w~ 1 t ~ ~ i ~ ! 1,i t , : i ; : r n ~ : 1 ~ ~ 11 ~n 1'. : f r 1 Ir · ~ il 1 i : : , jl :i i 1] ' ; • , i ; : J l i 1 / j ' t~ " t 1 , , 1 :l : li 1il i r1 1 1, , : 1 1 1 1 , 1 IT T 1 1 ; : : ? 1 "' f i l \ 111 1 ' : 111 : 1 1 :11 ~; : 1!'. , 1 i l l :' I : il 1! ! 1 i l ! ~h : . ! !! !i H : l i l m ll i i ' _ i , 11 , 11 : 1 1 1 1 i m [, i i i ! :T I i j I 1~ i 1 ' . t ' " 1 ' , ! 1 : 'I -i ! ' Id Ii I l ,W . , ~~ 1 " ; ,i ,I ... . , , .I, j. . . . . , , I ~ ~ .l , i ' · ' '\' I T f ~' ~~ • T " ' < "" i 1 " ·· " '. ~ • .. ~ • · ,, '· ' .. · • . · • , I· : •, I· 11 f i ,~ '' " mr 1· 1 r ' "' r ri ' -- .. . ~, I' ' 1 +' H i ' ' ' · 1 · n' ,f , I I 11 mr . t1 1 ! 1 " 1 i t ' 1 ' ', ~ H- ; - r · n ii I . II ' ' . ;, ' . 1· · . '' II . . . ' ,, .. '" .. . . . · .· 11 ! ; , ~- '' I " ' ~I . Il l rr TT ! i ~ b ' Ji 1 1 , 1 : 1 I J J ".! ' . 11' 1111; : q ! j i : 1 11 1: i : li j ! : , t n ! 1l l l 1 ;: :1 : \ 111\1 , · 1 'I '! ' 1 ·1 1 L ;; : 11 1 ij ;1 1 1 ' 1 :! 1 1!P j 11 :· 1,1 1 '1 l j j j / / i 1 : 1 1 r :1 !"! 11 1 1 1j l ~- 1 1!' i, ; i 1 j p l ! '~ . • l1 1 : 11ll l 1 :n 1 ;q lj l 1- J - 1 1 1 l' j j il H : i h !, l · ! i f ! ; l 11 ! 11 1 1 · H .. i( , i L 11L ! i·I il · i 11 ; ~ 1 1 ~ 1 .. l'i 1i l- d · I 1( 1 ; L· \ ~ _ , , 3 1 4 : 1 , ~1 l l 1 1 r ; m : \~ ii ,_ : : 1 : m m r t 1 1 i ' . 1 · ' ;. r . m ti f ~ r i i : ; rn · I : r1 \ :m m.J _ ~ _ - i J ;:~ _ '.~ - - ! : t' !f [ J J : II I ;1 j I y 1!1 r~ , ~j l . 1 IT M t 11 , ' " ~I ;, I~ I ., 11, I I! 11 1 1 j ,! T I ' i' i, l i l i i l ) l ri , , , , :,1 ~' I 'L I ! ·1 _ 1_ 'J j _il ' _ h ~ i1 i ! 1_ Ii 'i i [ II H _ :i i ii i i I ,! 1 'i1 I . '_ 1 ' , 1 1_,1 ,' I 11 , 1 ii i . ,; 'I : ' I I ,, I~ , , , ; :1 , ,1 l 1: 1i ! t . ' H ~ h , ; - " r 1 ~ ' , r n i m m 1 t i 1 , 1 , , · ~ - , • 1 : r l 1 , 1 t i 1 t t t + ~ 1 1 1 ' i m m m n " 1 + 1 1 1 , l ' 1 '' I T i l l l i '1 ; r1 - H l 1 • , 1 , ; -1 1 I T 1 1 ~ 11 TI 11 1 • , 1 1 1•1 1 • 1 1 1 1 1 ! 1 -1 ~ 1 nl 1 i 1 " I ' ! 11 1 m ' i f f i . 11 2 , I 1, ~ : . ; il ' I J I 'i i " I 11 1 1 I' '1 ; , ' i i ! 1 ' ' i,1 1 ·1 1 1 ] ! 1 1 1: I 11 1 Il l ] " " ' · l t~ 1! 111 T t 1 ,: ", . tc ' , t . ) .. ,~ . , . - ~ , - ~· · ,H , 1 i '~ i : i n J ! _ I. 1 l! 1 lf l 1. , 1 _ 1 : 11, :1 , 11 1 111 1 1 '1 1 " , , .. 1 _; . ~ • , ~ J. ! : · 1 1 , , · :1 •: fr - : : 1 . ! ·, 1! 1 11 n 1i , 1 , !r 1 ! .1 1 1 , , ,, . , ,, :r 1•· 1 r, \1 .. ,. w .~ 1, • ~ ~ 11 , ii lb ~ !I \ ; < ~ ' " • ' " ' , •· - - ·- .. i_ i, i_ i t I" '; I P: i ! I : ! I. !1 i If , mi ]ii l : 1: i I : ji : 1! : 1j1 fi l i ~ 1:1 1 'I ! 11 ! 1 I 'l j fl : I :l ' 1 :m i i: ; 1 :1 f ~I T 1, I 11 : _ ! il ! i !, l 1, :: : 11i1 Ii ! 11; 1 1 : 1 r: i Ii ! i1 : ;i i , : Ji : 1: i ! ii i . , : ' . ' !i ! 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' ' . - -- :1 , ~ _ ... ::_ 11 J! :r _ .. ·. I . •. ".1 . l i :. __ 11 11 ; i 1 ; 1 :11 1,'. i: 1 1 ' 1 1 !1 ~ . I l I: ;1 · 1 1 1 l J l 1:1 1 ;1 J I ~! t I fl ~,1 1 1 11, li l L I }1 i! 1 JH 1i' J . Wi It_ : ~ _:1 1 1 .J i l'~ _ , ~ t ! n '. i I ,·! _ l·: 1 l: . \: : '_ , l 1H · :)- 1 1_1 _ :r~ . -L _ . _ r ·_ ' _ d, :·i \ l 1!( _ \ _ i· l 1_. : _ 1 1 :_ . n ~ ~ ; U t ! i i ._ ~ 1 · - 1 !. 11 - l . 1 1 !j i '1 ; ( ·d i i . ,1 ! j ,_ it_ H . ~' s / a . 1 _ 1 · · ' : ': 1i; ; _ ! i : ! li i ! i !! ' , ! " i! l l ii 1 l f f i 1_ : r ::_ I i I' ! i i: T, ,l ~ l Ii ! 11 -l 1: !i : 1~~ ll f J _ ! : .) _ i ll f l i [ HI i! l 1, '. ~i l , l i 1!1 1/ ' i r , ' ij ( !W I ! ! ,I ;I , fi ! I JI ; li : ! 11\' i ! i I '. i l , m : 1 1 q i l m 1 ~ • f: , : l l i : !, i J II ! ii . 1i I, _ ii i ··1 · - · e· 1 . ~. ·. ., .r i J ~ ; T J ,1 ; I I 'l l i " H I j / 111 ! i 11 il l l! j ! l l .· i I ," ', . '' 1; ! 1t1.1 l; ! l tr1 :T i i t 1IT T • 1 W I] , I' I· 11 !! ! j Ii ·q 1 t i ! j, r q .- ! · . i !" " 1 1 1 • 1 ; ~ I I ' u D't h i 1 il ' J( i 1i] :l1 ' 11 1 J 'f l 1: ·- - · · 1 :· .. . . . . . . ,. . -- - - - - - · · · - . · ·· : 1 1 ! . . . _ P : 1 i l l 1 _ : . ; i ) , , 1 : :1 1 1 l 1 1 ! 1 , ,i 11 1 :. 1 I ! .. _l i i - _ ! i l i, 1 ! 1 : 1 :i i ! l f • i l• i : , \ l ! r , ! , ! , l l i 1 i l l f f i 1 ~ 1ii ff i ' j , 1:: : l :, 1 1 1 ! 1, : 1'! , l1 1]i ; T I , , : _ t , , ! i 1 ! 1: 1; ;t N l 1 1 , :. 1 . 1 1 d , 1 1 l l r 1 ._ ,; _ 1 1 l : • 1 _; ; , , . :, :- 1_ 1 , - .,, •,, , , ;,• 1 I' I 1 . . ,1 , ·n n: - . 11 1 1 , , . . , 111 . . , .- 1,11 11 11 ,1,; 11 · ,, , . . 11 1 1 Jii I J 1, 1 .. . . 1, 11 , · 1 ., 1. , , , ,1 , , 1 rw ii " 11, . , ,, j• ' l! II . ,, , , 1! 1 . I ". 1 ,, 1, . 1· , ; 11 . •· · - :, ;i i! l ] 11 : 1 .h i 1. I 11 1 m :1 ! 1! 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C, J ::,1'== ~--· ~-_.::.t":;:,,_ --~,~ ~-":-::· ... ., -~;:~ ... :: ·;:,_;==:· -:1="..:. ~-4' --::. f·....:.i;r= --_-._:::t=· ~-r::::1;.:..,.;~,-="-·: -~:..-::·~: :\"· -:-.:;E:S"" ,~~'f Federal Aid Project No: CPFCDSL 5308(025)9 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Appendix F SDGE Electric Underground Meter and Service Location Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Additional Address Info: PROCEDURE FOR INSTALLATION 1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES. 2. Phone Operations Assistant at 760-432-5805 for the following: - 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process. - After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do not cover conduit without inspector's written approval to backfill. - When trench is backfilled and compacted, CALL FOR INSPECTION. - If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT. 3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection Metering: Self Contained. Test Bypass Facilities Reqd Meter Clips: 4 Utilities Maximum Contribution to Fault Current: 42000Phase: 1# of Wires: 3 Voltage: 120/240 Bend Info: 3" 90 DEG 36"R SCH80Bend Type: CABLE POLE Riser Quad: North-EastStop Trench: 7 1/2" from PoleLadder Arms: REQUIRED Standards Page: Handhole Lid Shall Read: Structure #: P24468Station ID #: CD4-98 Temp Service Charge due on First Bill $ 0.00 Assessor's Parcel Number: Additional Information: To minimize the electrical outage, you are advised to schedule a morning disconnect with an afternoon reconnect. There is no charge for this service. Before you change out your meter consider (1) SDG&E needs 15 working days advance notice to schedule a crew and (2) SDG&E will not reconnect the service without municipal approval on the new panel. Please contact the City/County regarding permits and inspections. City/County inspection should be received prior to 2:00 p.m. on the same day as the disconnection of service to allow the SDG&E crew enough time for reconnection of the service on the same day. Number/Size of Main Switch: 1/100Service Panel Rating: 100 Conduit Size: 3"Conduit Installed By: CUSTOMER Customer Phone #: 999-999-9999Customer POC: CITY OF CARLSBAD Wanted Date: ON REQUEST Job #: ELECTRIC UNDERGROUND METER & SERVICE LOCATION Customer Copy Project Title: VILLAGE & BARRIO TRAFFIC CIRCLES Notification #: 300000419412 Project Address: 799 OAK AVE MP Customer Type: Commercial Date Prepared: 01/04/2022 Project City: CARLSBAD SDGE Contact: Operations Assistant Contact Info: TRENCH DESK,760-432-5805 Service Type: UG SERVICE NEW TB: 1106-E6 SERVICE ATTACHMENT POINT AND/OR METER LOCATION: Customer is to locate new 100 amp UG meter pedestal within 10 feet NORTH of P24468, in franchise. Face pedestal towards PINE st. maintain 3' x 3' radial clearance around surface face of pedestal. Customer is to provide trench, backfill, compaction, surface repair, pull tape, and 3" conduit from P516595 to new meter pedestal. Address must be permanently marked on meter pedestal. See SDG&E specifications: 519.1-519.2. Customer to submit permit inspection to SDG&E. Contact SDG&E at 619-699- 1039 to set-up pre-meet with trench inspector prior to excavation. trench toward the south/east quad of pole, stopping 7 ½ from pole. Spec 315.1-.2. See SPECS 507.1-.2 & 1007.1-.5. Maintain 3 ft x 3 ft clear and level workspace in front of meter. X SDG&E Application Required-Call: 1-800-411-7343 Municipal Inspection required By: CITY OF CARLSBAD Bend Installed By: SDG&E Handhole Installed By: X Traffic Control Permit Required Excavation/Encroachment Permits Required By: Customer Joint Trench With: Right of Way Required Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition. Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address and unit number. If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of construction unless it is through negligence of SDG&E. Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements. Building address and/or houseline must be permanently identified prior to meter set. Per Rule 16.A.1.a. In compliance with Section 783 of the Public Utilities Code, SDG&E will apply only those construction and design specifications, standards, terms, and conditions that are applicable to a new extension of service project for the 18 months following the date the application for a new extension of service project is approved. Keep this notice with your building permit. Planned By: Daniel Esquivel Phone#: 7604386258 Federal Aid Project No: CPFCDSL 5308(025)1 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 UG ELECTRIC SERVICE ORDER Special Instructions: TRENCH INSPECTION REQUIRED PLEASE CONTACT TRENCH DESK AT 760-432-5805 PRIOR TO TRENCHING. Notification #: 300000419412 Location: 799 OAK AVE MP CARLSBAD CA 92008 Planner Name: Daniel Esquivel Planner Phone: 7604386258 Construction Contact: TRENCH DESK Construction Phone: 760-432-5805 Customer Name: CITY OF CARLSBAD Customer Phone: Federal Aid Project No: CPFCDSL 5308(025)2 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Additional Address Info: PROCEDURE FOR INSTALLATION 1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES. 2. Phone Service Coordinator at 760-432-5805 for the following: - 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process. - After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do not cover conduit without inspector's written approval to backfill. - When trench is backfilled and compacted, CALL FOR INSPECTION. - If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT. 3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection Metering: Self Contained. Test Bypass Facilities Reqd Meter Clips: 4 Utilities Maximum Contribution to Fault Current: 42000Phase: 1# of Wires: 3 Voltage: 120/240 Bend Info: 3" 90 DEG 36"R SCH80Bend Type: CABLE POLE Riser Quad: North-WestStop Trench: 7 1/2" from PoleLadder Arms: REQUIRED Standards Page: Handhole Lid Shall Read: Structure #: P22132Station ID #: 303-559 Temp Service Charge due on First Bill $ 0.00 Assessor's Parcel Number: Additional Information: To minimize the electrical outage, you are advised to schedule a morning disconnect with an afternoon reconnect. There is no charge for this service. Before you change out your meter consider (1) SDG&E needs 15 working days advance notice to schedule a crew and (2) SDG&E will not reconnect the service without municipal approval on the new panel. Please contact the City/County regarding permits and inspections. City/County inspection should be received prior to 2:00 p.m. on the same day as the disconnection of service to allow the SDG&E crew enough time for reconnection of the service on the same day. Number/Size of Main Switch: 1/100Service Panel Rating: 100 Conduit Size: 3"Conduit Installed By: CUSTOMER Customer Phone #: 999-999-9999Customer POC: CITY OF CARLSBAD Wanted Date: ON REQUEST Job #: ELECTRIC UNDERGROUND METER & SERVICE LOCATION Customer Copy Project Title: VILLAGE & BARRIO TRAFFIC CIRCLES ROOSEVELT & CHESTNUT Notification #: 300000419415 Project Address: 899 PINE AVE MP Customer Type: Commercial Date Prepared: 01/04/2022 Project City: CARLSBAD SDGE Contact: Service Coordinator Contact Info: TRENCH DESK,760-432-5805 Service Type: UG SERVICE NEW TB: 1106-E6 SERVICE ATTACHMENT POINT AND/OR METER LOCATION: Customer is to locate new 100 amp UG meter pedestal within 10 feet WEST of P22132, in franchise. Face pedestal towards PINE st. maintain 3' x 3' radial clearance around surface face of pedestal. Customer is to provide trench, backfill, compaction, surface repair, pull tape, and 3" conduit from P22132 to new meter pedestal. Address must be permanently marked on meter pedestal. See SDG&E specifications: 519.1-519.2. Customer to submit permit inspection to SDG&E. Contact SDG&E at 619-699- 1039 to set-up pre-meet with trench inspector prior to excavation. trench toward the south/east quad of pole, stopping 7 ½ from pole. Spec 315.1-.2. See SPECS 507.1-.2 & 1007.1-.5. Maintain 3 ft x 3 ft clear and level workspace in front of meter. X SDG&E Application Required-Call: 1-800-411-7343 Municipal Inspection required By: Bend Installed By: SDG&E Handhole Installed By: X Traffic Control Permit Required Excavation/Encroachment Permits Required By: Joint Trench With: Right of Way Required Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition. Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address and unit number. If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of construction unless it is through negligence of SDG&E. Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements. Building address and/or houseline must be permanently identified prior to meter set. Per Rule 16.A.1.a. In compliance with Section 783 of the Public Utilities Code, SDG&E will apply only those construction and design specifications, standards, terms, and conditions that are applicable to a new extension of service project for the 18 months following the date the application for a new extension of service project is approved. Keep this notice with your building permit. Planned By: Daniel Esquivel Phone#: 7604386258 Federal Aid Project No: CPFCDSL 5308(025)3 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 UG ELECTRIC SERVICE ORDER Special Instructions: TRENCH INSPECTION REQUIRED PLEASE CONTACT TRENCH DESK AT 760-432-5805 TO SCHEDULE PRE MEET WITH TRENCH INSPECTOR PRIOR TO TRENCHING. Notification #: 300000419415 Location: 899 PINE AVE CARLSBAD CA 92008 Planner Name: Daniel Esquivel Planner Phone: 7604386258 Construction Contact: TRENCH DESK Construction Phone: 760-432-5805 Customer Name: CITY OF CARLSBAD Customer Phone Federal Aid Project No: CPFCDSL 5308(025)4 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Additional Address Info: PROCEDURE FOR INSTALLATION 1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES. 2. Phone Operations Assistant at 760-432-5805 for the following: - 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process. - After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do not cover conduit without inspector's written approval to backfill. - When trench is backfilled and compacted, CALL FOR INSPECTION. - If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT. 3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection Metering: Self Contained. Test Bypass Facilities Reqd Meter Clips: 4 Utilities Maximum Contribution to Fault Current: 42000Phase: 1# of Wires: 3 Voltage: 120/240 Bend Info: 3" 90 DEG 36"R SCH80Bend Type: CABLE POLE Riser Quad: North-EastStop Trench: 7 1/2" from PoleLadder Arms: REQUIRED Standards Page: Handhole Lid Shall Read: Structure #: P27102Station ID #: CD3-19 Temp Service Charge due on First Bill $ 0.00 Assessor's Parcel Number: Additional Information: To minimize the electrical outage, you are advised to schedule a morning disconnect with an afternoon reconnect. There is no charge for this service. Before you change out your meter consider (1) SDG&E needs 15 working days advance notice to schedule a crew and (2) SDG&E will not reconnect the service without municipal approval on the new panel. Please contact the City/County regarding permits and inspections. City/County inspection should be received prior to 2:00 p.m. on the same day as the disconnection of service to allow the SDG&E crew enough time for reconnection of the service on the same day. Number/Size of Main Switch: 1/100Service Panel Rating: 100 Conduit Size: 3"Conduit Installed By: CUSTOMER Customer Phone #: 999-999-9999Customer POC: CITY OF CARLSBAD Wanted Date: ON REQUEST Job #: ELECTRIC UNDERGROUND METER & SERVICE LOCATION Customer Copy Project Title: VILLAGE & BARRIO TRAFFIC CIRCLES Notification #: 300000419413 Project Address: 699 PINE AVE MP Customer Type: Commercial Date Prepared: 01/04/2022 Project City: CARLSBAD SDGE Contact: Operations Assistant Contact Info: TRENCH DESK,760-432-5805 Service Type: UG SERVICE NEW TB: 1106-E6 SERVICE ATTACHMENT POINT AND/OR METER LOCATION: Customer is to locate new 100 amp UG meter pedestal within 10 feet NORTH of P27102, in franchise. Face pedestal towards st. maintain 3' x 3' radial clearance around surface face of pedestal. Customer is to provide trench, backfill, compaction, surface repair, pull tape, and 3" conduit from P27102 to new meter pedestal. Address must be permanently marked on meter pedestal. See SDG&E specifications: 519.1-519.2. Customer to submit permit inspection to SDG&E. Contact SDG&E at 619-699- 1039 to set-up pre-meet with trench inspector prior to excavation. trench toward the south/east quad of pole, stopping 7 ½ from pole. Spec 315.1-.2. See SPECS 507.1-.2 & 1007.1-.5. Maintain 3 ft x 3 ft clear and level workspace in front of meter. X SDG&E Application Required-Call: 1-800-411-7343 Municipal Inspection required By: CITY OF CARLSBAD Bend Installed By: SDG&E Handhole Installed By: X Traffic Control Permit Required Excavation/Encroachment Permits Required By: Customer Joint Trench With: Right of Way Required Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition. Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address and unit number. If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of construction unless it is through negligence of SDG&E. Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements. Building address and/or houseline must be permanently identified prior to meter set. Per Rule 16.A.1.a. In compliance with Section 783 of the Public Utilities Code, SDG&E will apply only those construction and design specifications, standards, terms, and conditions that are applicable to a new extension of service project for the 18 months following the date the application for a new extension of service project is approved. Keep this notice with your building permit. Planned By: Daniel Esquivel Phone#: 7604386258 Federal Aid Project No: CPFCDSL 5308(025)5 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 UG ELECTRIC SERVICE ORDER Special Instructions: TRENCH INSPECTION REQUIRED PLEASE CONTACT TRENCH DESK AT 760-432-5805 TO SCHEDULE PRE MEET WITH TRENCH INSPECTOR. Notification #: 300000419413 Location: 699 PINE AVE MP CARLSBAD CA 92008 Planner Name: Daniel Esquivel Planner Phone: 7604386258 Construction Contact: TRENCH DESK Construction Phone: 760-432-5805 Customer Name: CITY OF CARLSBAD Customer Phone: Federal Aid Project No: CPFCDSL 5308(025)6 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Additional Address Info: PROCEDURE FOR INSTALLATION 1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES. 2. Phone Operations Assistant at 760-432-5805 for the following: - 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process. - After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do not cover conduit without inspector's written approval to backfill. - When trench is backfilled and compacted, CALL FOR INSPECTION. - If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT. 3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection Metering: Self Contained. Test Bypass Facilities Reqd Meter Clips: 4 Utilities Maximum Contribution to Fault Current: 42000Phase: 1# of Wires: 3 Voltage: 120/240 Bend Info: 3" 90 DEG 36"R SCH80Bend Type: CABLE POLE Riser Quad: South-WestStop Trench: 7 1/2" from PoleLadder Arms: REQUIRED Standards Page: Handhole Lid Shall Read: Structure #: P516595Station ID #: 781-646 Temp Service Charge due on First Bill $ 0.00 Assessor's Parcel Number: Additional Information: To minimize the electrical outage, you are advised to schedule a morning disconnect with an afternoon reconnect. There is no charge for this service. Before you change out your meter consider (1) SDG&E needs 15 working days advance notice to schedule a crew and (2) SDG&E will not reconnect the service without municipal approval on the new panel. Please contact the City/County regarding permits and inspections. City/County inspection should be received prior to 2:00 p.m. on the same day as the disconnection of service to allow the SDG&E crew enough time for reconnection of the service on the same day. Number/Size of Main Switch: 1/100Service Panel Rating: 100 Conduit Size: 3"Conduit Installed By: CUSTOMER Customer Phone #: 999-999-9999Customer POC: CITY OF CARLSBAD Wanted Date: ON REQUEST Job #: ELECTRIC UNDERGROUND METER & SERVICE LOCATION Customer Copy Project Title: VILLAGE & BARRIO TRAFFIC CIRCLES Notification #: 300000419416 Project Address: 699 CHESTNUT AVE MP Customer Type: Commercial Date Prepared: 01/04/2022 Project City: CARLSBAD SDGE Contact: Operations Assistant Contact Info: TRENCH DESK,760-432-5805 Service Type: UG SERVICE NEW TB: 1106-E6 SERVICE ATTACHMENT POINT AND/OR METER LOCATION: Customer is to locate new 100 amp UG meter pedestal within 10 feet WEST of P516595, in franchise. Face pedestal towards PINE st. maintain 3' x 3' radial clearance around surface face of pedestal. Customer is to provide trench, backfill, compaction, surface repair, pull tape, and 3" conduit from P516595 to new meter pedestal. Address must be permanently marked on meter pedestal. See SDG&E specifications: 519.1-519.2. Customer to submit permit inspection to SDG&E. Contact SDG&E at 619-699- 1039 to set-up pre-meet with trench inspector prior to excavation. trench toward the south/east quad of pole, stopping 7 ½ from pole. Spec 315.1-.2. See SPECS 507.1-.2 & 1007.1-.5. Maintain 3 ft x 3 ft clear and level workspace in front of meter. X SDG&E Application Required-Call: 1-800-411-7343 Municipal Inspection required By: CITY OF CARLSBAD Bend Installed By: SDG&E Handhole Installed By: X Traffic Control Permit Required Excavation/Encroachment Permits Required By: Customer Joint Trench With: Right of Way Required Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition. Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address and unit number. If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of construction unless it is through negligence of SDG&E. Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements. Building address and/or houseline must be permanently identified prior to meter set. Per Rule 16.A.1.a. In compliance with Section 783 of the Public Utilities Code, SDG&E will apply only those construction and design specifications, standards, terms, and conditions that are applicable to a new extension of service project for the 18 months following the date the application for a new extension of service project is approved. Keep this notice with your building permit. Planned By: Daniel Esquivel Phone#: 7604386258 Federal Aid Project No: CPFCDSL 5308(025)7 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 UG ELECTRIC SERVICE ORDER Special Instructions: TRENCH INSPECTION REQUIRED PLEASE CONTACT TRENCH DESK AT 760-432-5805 TO SCHEDULE PRE MEET PRIOR TO TRENCHING. Notification #: 300000419416 Location: 699 CHESTNUT AVE MP CARLSBAD CA 92008 Planner Name: Daniel Esquivel Planner Phone: 7604386258 Construction Contact: TRENCH DESK Construction Phone: 760-432-5805 Customer Name: CITY OF CARLSBAD Customer Phone: Federal Aid Project No: CPFCDSL 5308(025)8 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Additional Address Info: PROCEDURE FOR INSTALLATION 1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES. 2. Phone Operations Assistant at 760-432-5805 for the following: - 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process. - After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do not cover conduit without inspector's written approval to backfill. - When trench is backfilled and compacted, CALL FOR INSPECTION. - If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT. 3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection Metering: Self Contained. Test Bypass Facilities Reqd Meter Clips: 4 Utilities Maximum Contribution to Fault Current: 42000Phase: 1# of Wires: 3 Voltage: 120/240 Bend Info: 3" 90 DEG 36"R DB60Bend Type: HANDHOLE Riser Quad: Stop Trench: from PoleLadder Arms: Standards Page: Handhole Lid Shall Read: Structure #: SH471611Station ID #: 781-647 Temp Service Charge due on First Bill $ 0.00 Assessor's Parcel Number: Additional Information: To minimize the electrical outage, you are advised to schedule a morning disconnect with an afternoon reconnect. There is no charge for this service. Before you change out your meter consider (1) SDG&E needs 15 working days advance notice to schedule a crew and (2) SDG&E will not reconnect the service without municipal approval on the new panel. Please contact the City/County regarding permits and inspections. City/County inspection should be received prior to 2:00 p.m. on the same day as the disconnection of service to allow the SDG&E crew enough time for reconnection of the service on the same day. Number/Size of Main Switch: 1/100Service Panel Rating: 100 Conduit Size: 3"Conduit Installed By: CUSTOMER Customer Phone #: 999-999-9999Customer POC: CITY OF CARLSBAD Wanted Date: ON REQUEST Job #: ELECTRIC UNDERGROUND METER & SERVICE LOCATION Customer Copy Project Title: VILLAGE & BARRIO TRAFFIC CIRCLES Notification #: 300000419414 Project Address: 599 CHESTNUT AVE MP Customer Type: Commercial Date Prepared: 01/04/2022 Project City: CARLSBAD SDGE Contact: Operations Assistant Contact Info: TRENCH DESK,760-432-5805 Service Type: UG SERVICE NEW TB: 1106-E5 SERVICE ATTACHMENT POINT AND/OR METER LOCATION: Customer is to locate new 100amp UG Meter Pedestal within 15ft NORTH of SH471611 (HANDHOLOE), in franchise. Face pedestal toward CHESTNUT AVE. and maintain 3'x 3' radial clearance around surface face of pedestal. Customer is to provide trench, conduit, backfill, compaction, surface repair, pull tape from HANDHOLE to New Meter Pedestal. Address must be permanently marked on meter pedestal. See SDG&E specification 519.1-519.2. Customer to submit permit and inspection to SDGE&E. Contact SDG&E at 760-432-5805 to set-up pre-meet with trench inspector prior to excavation. X SDG&E Application Required-Call: 1-800-411-7343 Municipal Inspection required By: CITY OF CARLSBAD Bend Installed By: SDG&E Handhole Installed By: X Traffic Control Permit Required Excavation/Encroachment Permits Required By: Customer Joint Trench With: Right of Way Required Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition. Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address and unit number. If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of construction unless it is through negligence of SDG&E. Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements. Building address and/or houseline must be permanently identified prior to meter set. Per Rule 16.A.1.a. In compliance with Section 783 of the Public Utilities Code, SDG&E will apply only those construction and design specifications, standards, terms, and conditions that are applicable to a new extension of service project for the 18 months following the date the application for a new extension of service project is approved. Keep this notice with your building permit. Planned By: Daniel Esquivel Phone#: 7604386258 Federal Aid Project No: CPFCDSL 5308(025)9 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 UG ELECTRIC SERVICE ORDER Special Instructions: TRENCH INSPECTION REQUIRED PLEASE CONTACT TRENCH DESK AT 760-432-5805 TO SCHEDULE PRE MEET PRIOR TO TRENCHING. Notification #: 300000419414 Location: 599 CHESTNUT AVE MP CARLSBAD CA 92008 Planner Name: Daniel Esquivel Planner Phone: 7604386258 Construction Contact: TRENCH DESK Construction Phone: 760-432-5805 Customer Name: CITY OF CARLSBAD Customer Phone: Federal Aid Project No: CPFCDSL 5308(025)10 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Additional Address Info: PROCEDURE FOR INSTALLATION 1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES. 2. Phone Operations Assistant at 760-432-5805 for the following: - 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process. - After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do not cover conduit without inspector's written approval to backfill. - When trench is backfilled and compacted, CALL FOR INSPECTION. - If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT. 3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection Voltage:120/240Phase: 1# of Wires: 3 Bend Info: 3" 90 DEG 36"R SCH80Bend Type: CABLE POLE Riser Quad: North-EastStop Trench: 7 1/2" from PoleLadder Arms: REQUIRED Standards Page: 3309.1Handhole Lid Shall Read: SDG&E Structure #: P198195Station ID #: 303-504 Assessor's Parcel Number: Additional Information: Please call your Operations Assistant at 760-432-5805 with questions about application, inspection, construction installation and to schedule a crew. Conduit Size: 3"Conduit Installed By: CUSTOMER Customer Phone #: 610-405-3929Customer POC: Matthew Capuzzi Wanted Date: ON REQUEST Job #: STREET LIGHT SERVICE POINT Customer Copy Project Title: Notification #: 300000356540 Project Address: HARDING ST Electric Construction Order #: Date Prepared: 01/29/2021 Project City: CARLSBAD SDGE Contact: Operations Assistant Contact Info: TRENCH DESK,760-432-5805 Service Type: STREET LIGHT CUST INSTALL UG NEW ARMS TB: 1106-F6 SERVICE ATTACHMENT POINT: CUSTOMER TO INSTALL 3309.1 HANDHOLE IN DIRT WITHIN 10 FT NORTH OF P198195, TRENCH TOWARD THE NORTHEAST QUAD OF POLE. CUSTOMER TO PROVIDE ALL TRENCH, BACKFILL 3" CONDUIT WITH 3/4" MEASURING TAPE, MANDREL, 3309.1 HANDHOLE (LABELED SDG&E) AND STREET SURFACE REPAIR. TRENCH TOWARD THE NORTHEAST QUAD OF POLE STOPING 7 1/2" FROM POLE. SPEC 310-310.1, 3309.1. CONTACT SDGE TO SCHEDULE A PRE- Municipal Inspection required By: CITY OF CARLSBAD Bend Installed By: SDG&E Handhole Installed By: CUSTOMER Traffic Control Permit Required Excavation/Encroachment Permits Required By: Right of Way Required Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition. Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address and unit number. If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of construction unless it is through negligence of SDG&E. Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements. Building address and/or houseline must be permanently identified prior to meter set. Information on this sheet is void after six (6) months. Keep this notice with building permit. Planned By: Daniel Esquivel Phone#: 7604386258 Federal Aid Project No: CPFCDSL 5308(025)11 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Additional Address Info: PROCEDURE FOR INSTALLATION 1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES. 2. Phone Operations Assistant at 760-432-5805 for the following: - 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process. - After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do not cover conduit without inspector's written approval to backfill. - When trench is backfilled and compacted, CALL FOR INSPECTION. - If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT. 3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection Voltage:120/240Phase: 1# of Wires: 3 Bend Info: 3" 90 DEG 36"R SCH80Bend Type: CABLE POLE Riser Quad: North-WestStop Trench: 7 1/2" from PoleLadder Arms: REQUIRED Standards Page: 3309.1Handhole Lid Shall Read: SDG&E Structure #: P24579Station ID #: 303-504 Assessor's Parcel Number: Additional Information: Please call your Operations Assistant at 760-432-5805 with questions about application, inspection, construction installation and to schedule a crew. Conduit Size: 3"Conduit Installed By: CUSTOMER Customer Phone #: 610-405-3929Customer POC: Matthew Capuzzi Wanted Date: ON REQUEST Job #: STREET LIGHT SERVICE POINT Customer Copy Project Title: Notification #: 300000356541 Project Address: HARDING ST Electric Construction Order #: Date Prepared: 01/29/2021 Project City: CARLSBAD SDGE Contact: Operations Assistant Contact Info: TRENCH DESK,760-432-5805 Service Type: STREET LIGHT CUST INSTALL UG NEW ARMS TB: 1106-F6 SERVICE ATTACHMENT POINT: CUSTOMER TO INSTALL 3309.1 HANDHOLE IN DIRT WITHIN 10 FT NORTH OF P24579, TRENCH TOWARD THE NORTHWEST QUAD OF POLE. CUSTOMER TO PROVIDE ALL TRENCH, BACKFILL 3" CONDUIT WITH 3/4" MEASURING TAPE, MANDREL, 3309.1 HANDHOLE (LABELED SDG&E) AND STREET SURFACE REPAIR. TRENCH TOWARD THE NORTHWEST QUAD OF POLE STOPING 7 1/2" FROM POLE. SPEC 310-310.1, 3309.1. CONTACT SDGE TO SCHEDULE A PRE- Municipal Inspection required By: CITY OF CARLSBAD Bend Installed By: SDG&E Handhole Installed By: CUSTOMER Traffic Control Permit Required Excavation/Encroachment Permits Required By: Right of Way Required Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition. Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address and unit number. If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of construction unless it is through negligence of SDG&E. Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements. Building address and/or houseline must be permanently identified prior to meter set. Information on this sheet is void after six (6) months. Keep this notice with building permit. Planned By: Daniel Esquivel Phone#: 7604386258 Federal Aid Project No: CPFCDSL 5308(025)12 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Additional Address Info: PROCEDURE FOR INSTALLATION 1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES. 2. Phone Operations Assistant at 760-432-5805 for the following: - 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process. - After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do not cover conduit without inspector's written approval to backfill. - When trench is backfilled and compacted, CALL FOR INSPECTION. - If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT. 3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection Voltage:120/240Phase: 1# of Wires: 3 Bend Info: 3" 90 DEG 36"R SCH80Bend Type: CABLE POLE Riser Quad: South-EastStop Trench: 7 1/2" from PoleLadder Arms: EXISTING Standards Page: 3309.1Handhole Lid Shall Read: SDG&E Structure #: P22302Station ID #: CD1-114 Assessor's Parcel Number: Additional Information: Please call your Operations Assistant at 760-432-5805 with questions about application, inspection, construction installation and to schedule a crew. Conduit Size: 3"Conduit Installed By: CUSTOMER Customer Phone #: 610-405-3929Customer POC: Matthew Capuzzi Wanted Date: ON REQUEST Job #: STREET LIGHT SERVICE POINT Customer Copy Project Title: Notification #: 300000371514 Project Address: MAGNOLIA AVE Electric Construction Order #: Date Prepared: 01/07/2021 Project City: CARLSBAD SDGE Contact: Operations Assistant Contact Info: TRENCH DESK,760-432-5805 Service Type: STREET LIGHT CUST INSTALL UG EXSTNG ARMS TB: 1106-E5 SERVICE ATTACHMENT POINT: CUSTOMER TO INSTALL 3309.1 HANDHOLE IN DIRT WITHIN 15 FT WEST OF P22302, TRENCH TOWARD THE SOUTHEAST QUAD OF POLE. CUSTOMER TO PROVIDE ALL TRENCH, BACKFILL 3" CONDUIT WITH 3/4" MEASURING TAPE, MANDREL, 3309.1 HANDHOLE (LABELED SDG&E) AND STREET SURFACE REPAIR. TRENCH TOWARD THE SOUTH/EAST QUAD OF POLE STOPING 7 1/2" FROM POLE. SPEC 310-310.1, 3309.1. CONTACT SDGE TO SCHEDULE A PRE- Municipal Inspection required By: CITY OF CARLSBAD Bend Installed By: SDG&E Handhole Installed By: CUSTOMER Traffic Control Permit Required Excavation/Encroachment Permits Required By: Customer Right of Way Required Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition. Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address and unit number. If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of construction unless it is through negligence of SDG&E. Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements. Building address and/or houseline must be permanently identified prior to meter set. Information on this sheet is void after six (6) months. Keep this notice with building permit. Planned By: Daniel Esquivel Phone#: 7604386258 Federal Aid Project No: CPFCDSL 5308(025)13 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Additional Address Info: PROCEDURE FOR INSTALLATION 1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES. 2. Phone Operations Assistant at 760-432-5805 for the following: - 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process. - After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do not cover conduit without inspector's written approval to backfill. - When trench is backfilled and compacted, CALL FOR INSPECTION. - If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT. 3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection Voltage:120/240Phase: 3# of Wires: 3 Bend Info: 3" 90 DEG 36"R SCH80Bend Type: CABLE POLE Riser Quad: South-EastStop Trench: 7 1/2" from PoleLadder Arms: REQUIRED Standards Page: 3309.1Handhole Lid Shall Read: SDG&E Structure #: P23384Station ID #: CD1-114 Assessor's Parcel Number: Additional Information: Please call your Operations Assistant at 760-432-5805 with questions about application, inspection, construction installation and to schedule a crew. Conduit Size: 3"Conduit Installed By: CUSTOMER Customer Phone #: 610-405-3929Customer POC: Matthew Capuzzi Wanted Date: ON REQUEST Job #: STREET LIGHT SERVICE POINT Customer Copy Project Title: Notification #: 300000371515 Project Address: MAGNOLIA AVE Electric Construction Order #: Date Prepared: 01/07/2021 Project City: CARLSBAD SDGE Contact: Operations Assistant Contact Info: TRENCH DESK,760-432-5805 Service Type: STREET LIGHT CUST INSTALL UG NEW ARMS TB: 1106-E5 SERVICE ATTACHMENT POINT: CUSTOMER TO INSTALL 3309.1 HANDHOLE IN DIRT WITHIN 15 FT WEST OF P23384, TRENCH TOWARD THE SOUTHEAST QUAD OF POLE. CUSTOMER TO PROVIDE ALL TRENCH, BACKFILL 3" CONDUIT WITH 3/4" MEASURING TAPE, MANDREL, 3309.1 HANDHOLE (LABELED SDG&E) AND STREET SURFACE REPAIR. TRENCH TOWARD THE SOUTH/EAST QUAD OF POLE STOPING 7 1/2" FROM POLE. SPEC 310-310.1, 3309.1. CONTACT SDGE TO SCHEDULE A PRE- Municipal Inspection required By: CITY OF CARLSBAD Bend Installed By: SDG&E Handhole Installed By: CUSTOMER Traffic Control Permit Required Excavation/Encroachment Permits Required By: Customer Right of Way Required Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition. Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address and unit number. If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of construction unless it is through negligence of SDG&E. Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements. Building address and/or houseline must be permanently identified prior to meter set. Information on this sheet is void after six (6) months. Keep this notice with building permit. Planned By: Daniel Esquivel Phone#: 7604386258 Federal Aid Project No: CPFCDSL 5308(025)14 Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Appendix G CARB Fleet Compliance Certification Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 City Attorney Approved Version 12/14/2023 DISCLOSURE & SUBMITTAL REQUIREMENT VEHICLE EMISSION DISCLOSURE & COMPLIANCE REQUIREMENT. This Project is subject to the following regulation(s) by the California Air Resources Board. In bidding this Project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all equipment and vehicle emission requirements under this Contract and applicable law in its Bid. ADVANCED CLEAN FLEETS. Vehicles with a Gross Vehicle Weight Rating (GVWR) greater than 8,500 lbs. and light-duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions of air pollutants. For more information, please visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets. Bidders utilizing subcontractors shall provide a signed certificate of reported compliance for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders, and its subcontractors must be registered as compliant fleets at the time of bid submittal. In the event that a bidder, or its subcontractors, are exempt from this regulation, the bidder must submit a signed statement attesting to the fact, and to the reason(s) why it is not subject to the High Priority and Federal Fleets Regulation of Title 13, CCR Section 2015 through 2015.6 and the State and Local Government Fleets Regulation of Title 13, CCR Section 2013 through 2013.4. Failure to certify as a compliant fleet or provide an attestation to an exemption, may render the bid non-responsive. IN-USE OFF-ROAD DIESEL-FUELED FLEETS. Any contractor utilizing off highway vehicles or equipment may be subject to compliance with the In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation webpage at: https://ww2.arb.ca.gov/our-work/programs/use-road-diesel-fueled-fleets-regulation. Bidders shall submit with its Bid a valid California Air Resources Board certificate of reported compliance. Bidders utilizing subcontractors shall submit the DOORS ID number for each listed subcontractor in the space provided in the Proposed Subcontractors form. Bidders are responsible for including a certificate of reported compliance for each identified subcontractor. Failure to submit valid certificates may render the bid non-responsive. GENERAL COMPLIANCE WITH LAWS. Contractor will keep fully informed of federal, state and local laws and ordinances and regulations which in any manner affect those employed by Contractor, or in any way affect the performance of the Services by Contractor. Contractor will at all times observe and comply with these laws, ordinances, and regulations and will be responsible for the compliance of Contractor's services with all applicable laws, ordinances and regulations. Contractor will be aware of the requirements of the Immigration Reform and Control Act of 1986 and will comply with those requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors and consultants whose services are required by this Agreement. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 City Attorney Approved Version 12/14/2023 Contractor is aware of the requirements of the emissions reduction regulations being mandated by the California Air Resources Board (“CARB”) and that it will comply with all applicable regulations before commencing the performance of the work and maintain compliance throughout the duration of this Agreement. CALIFORNIA AIR RESOURCES BOARD. The California Air Resources Board (“CARB”) implemented amendments to the In-Use Off-Road Diesel- Fueled Fleets Regulations (“Regulation”) which are effective on January 1, 2024, and apply broadly to all self-propelled off-road diesel vehicles 25 horsepower or greater and other forms of equipment used in California. A copy of the Regulation is available at: https://ww2.arb.ca.gov/sites/default/files/barcu/regact/2022/off-roaddiesel/appa-1.pdf Bidders are required to comply with all CARB and Regulation requirements, including, without limitation, all applicable sections of the Regulation, as codified in Title 13 of the California Code of Regulations section 2449 et seq. throughout the term of the Project. Bidders must provide, with their Bid, copies of Bidder’s and all listed subcontractors the most recent, valid Certificate of Reported Compliance (“CRC”) issued by CARB. Failure to provide valid CRCs as required herein may render the Bid non-responsive. The City of Carlsbad is a Public Works Awarding Body, as that term is defined under Title 13 California Code of Regulations section 2449(c)(46). Accordingly, Bidders must submit, with their Bids, valid Certificates of Reported Compliance (“CRC”) for the Bidder’s fleet, and for the fleets of any listed subcontractors (including any applicable leased equipment or vehicles). Bidders must complete and submit the Fleet Compliance Certification, on the form provided. Failure to provide a CRC for the Bidder, and for all listed subcontractors, or failure to complete the Fleet Compliance Certification, may render the Bid non-responsive. COMPLIANCE WITH CALIFORNIA AIR RESOURCES BOARD REGULATIONS. Contractor shall comply, and shall ensure all subcontractors comply, with all applicable requirements of the most current version of the California Air Resources Board (“CARB”) regulations including, without limitation, all applicable terms of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments (“Regulation”). Throughout the Project, and for three (3) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor’s and subcontractors’ fleet including, without limitation, Certificates of Reported Compliance (“CRC”), fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days’ notice from the City of Carlsbad. Contractor shall be solely liable for any and all costs associated with complying with the Regulation as well as for any and all penalties, fines, damages, or costs associated with any and all violations, or failures to comply with the Regulation. Contractor shall defend, indemnify and hold harmless the City of Carlsbad, its officials (appointed and elected), officers, and employees from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Regulation. Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 City Attorney Approved Version 12/14/2023 FLEET COMPLIANCE CERTIFICATION. Bidder hereby acknowledges that they have reviewed the CARB’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to the penalty of perjury, that the option checked below relating to the Bidder’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct: □ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. □ The Fleet is exempt from the Regulation under Section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto. □ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to Section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e., third party correspondence or vendor bids). □ The Fleet is exempt from the requirements of the Regulation pursuant to Section 2449(i)(4) because this Project has been deemed an “emergency”, as that term is defined in Section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to Section 2449(i)(4). □ The Fleet does not fall under the Regulation or are otherwise exempt and a detailed reasoning is attached to this certification. Name of Bidder: Signature: Name: Title: Date: Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Appendix H Staging Area Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0 Copyright nearmap 2015 PROJECT NAME EXHIBITPROJECTNUMBER40151BARRIO TRAFFIC CALMING LOCATION MAP CARLSBAD VISTA ENCINITAS OCEANSIDE SAN MARCOS Vicinity Map SITE³NOT TO SCALE ³NOT TO SCALE STAGING AREA PLOT DATE: 11/5/2025 PATH: T:\Brandon_Miles\LocationMaps\4015_Village_Barrio_TrafficCircles\4015_Village_Barrio_TrafficCircles_ver2.mxdAuthor: Andy Chang 105' 2 0 ' Pine A v e n u e H a r d i n g S t r e e t Docusign Envelope ID: 6B2DE525-4618-4717-9940-742ADF4D93E0