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TOWO ENTERPRISES INC; 2025-10-22; PWS26-3891TRAN
Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 1 CITY OF CARLSBAD San Diego County California CONTRACT DOCUMENTS, GENERAL PROVISIONS, SUPPLEMENTAL PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR CPFCDSL 5308(027) FUNDED PROJECT BARRIO STREET LIGHTS PROJECT CONTRACT NO. 4013 PWS26-3891TRAN 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 FOUR (4) 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) TABLE OF CONTENTS Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 2 Item Page Notice Inviting Bids ..................................................................................................................... 6 Contractor's Proposal ................................................................................................................ 14 Bid Security Form ..................................................................................................................... 32 Bidder’s Bond To Accompany Proposal .................................................................................... 33 Federal Lobbying Restrictions ................................................................................................... 34 Disadvantaged Business Enterprise (DBE) ............................................................................... 35 Guide For Completing the “Designation of Subcontractors” Form ............................................. 36 Guide For Completing the “Designation of Subcontractor and Amount of Subcontractor’s Bid Items” and “Designation of Owner Operator/Lessor and Amount of Owner Operator/Lessor Work” Forms ................................................................................................ 38 Designation of Subcontractor and Amount of Subcontractor’s Bid Items ................................... 40 Bidder's Statement of Financial Responsibility .......................................................................... 41 Bidder's Statement of Technical Ability and Experience ............................................................ 42 Bidder's Certificate of Insurance for General Liability, Employers’ Liability, Automotive Liability and Workers’ Compensation ..................................................................................... 43 Bidder’s Statement of Re Debarment ........................................................................................ 44 Bidder's Disclosure of Discipline Record ................................................................................... 45 Non collusion Declaration to Be Executed By Bidder and Submitted With Bid .......................... 46 Contract Public Works ............................................................................................................... 48 Labor and Materials Bond ......................................................................................................... 55 Faithful Performance/Warranty Bond ........................................................................................ 57 Optional Escrow Agreement for Surety Deposits In Lieu of Retention ....................................... 59 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 3 SUPPLEMENTAL PROVISIONS Part 1 General Provisions Section 1 Terms, Definitions Abbreviations and Symbols 1-1 Terms ................................................................................................................ 58 1-2 Definitions .......................................................................................................... 58 1-3 Abbreviations ..................................................................................................... 63 1-4 Units of Measure ................................................................................................ 66 1-5 Symbols ............................................................................................................. 67 Section 2 Scope and Control of the Work 2-1 Award and Execution of Contract ....................................................................... 68 2-2 Assignment ........................................................................................................ 68 2-3 Subcontracts ...................................................................................................... 68 2-4 Contract Bonds .................................................................................................. 69 2-5 Plans and Specifications .................................................................................... 70 2-6 Work to Be Done................................................................................................ 75 2-7 Subsurface Data ................................................................................................ 75 2-8 Right-of-Way ...................................................................................................... 75 2-9 Surveying ........................................................................................................... 75 2-10 Authority of Board and Engineer ........................................................................ 79 2-11 Inspection .......................................................................................................... 80 Section 3 Changes in Work 3-1 Changes Requested by the Contractor .............................................................. 81 3-2 Changes Initiated by the Agency ........................................................................ 81 3-3 Extra Work ......................................................................................................... 82 3-4 Changed Conditions .......................................................................................... 85 3-5 Disputed Work ................................................................................................... 86 Section 4 Control of Materials 4-1 Materials and Workmanship ............................................................................... 92 4-2 Materials Transportation, Handling and Storage ................................................ 96 Section 5 Utilities 5-1 Location ............................................................................................................. 97 5-2 Protection .......................................................................................................... 97 5-3 Removal ............................................................................................................ 98 5-4 Relocation .......................................................................................................... 98 5-5 Delays ................................................................................................................ 99 5-6 Cooperation ..................................................................................................... 100 Section 6 Prosecution, Progress and Acceptance of the Work 6-1 Construction Schedule and Commencement of Work ...................................... 102 6-2 Prosecution of Work ......................................................................................... 105 6-3 Suspension of Work ......................................................................................... 107 6-4 Default by Contractor ....................................................................................... 107 6-5 Termination of Contract.................................................................................... 108 6-6 Delays and Extensions of Time ........................................................................ 108 6-7 Time of Completion .......................................................................................... 109 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 4 6-8 Completion and Acceptance ............................................................................ 110 6-9 Liquidated Damages ........................................................................................ 112 6-10 Use of Improvement During Construction ........................................................ 112 Section 7 Responsibilities of the Contractor 7-1 Contractor’s Equipment and Facilities .............................................................. 113 7-2 Labor ............................................................................................................... 113 7-3 Liability Insurance ............................................................................................ 113 7-4 Workers' Compensation Insurance .................................................................. 113 7-5 Permits ............................................................................................................ 114 7-6 The Contractor’s Representative ...................................................................... 114 7-7 Cooperation and Collateral Work ..................................................................... 115 7-8 Project Site Maintenance ................................................................................. 115 7-9 Protection and Restoration of Existing Improvements ...................................... 119 7-10 Public Convenience and Safety ....................................................................... 119 7-11 Patent Fees or Royalties .................................................................................. 128 7-12 Advertising ....................................................................................................... 129 7-13 Laws to Be Observed ....................................................................................... 129 7-14 Antitrust Claims ................................................................................................ 129 7-15 Prevailing Wage ............................................................................................... 129 7-16 Public Safety .................................................................................................... 130 7-17 Buy America Requirements ............................................................................. 131 7-18 Removal of Asbestos and Hazardous Substances ........................................... 133 7-19 Subcontractor and DBE Records ..................................................................... 133 7-20 Subcontracting ................................................................................................. 134 7-21 Prompt Progress Payment to Subcontractors .................................................. 134 7-22 Prompt Payment of Withheld Funds to Subcontractors .................................... 135 Section 8 Facilities for Agency Personnel ........................................................................ 136 Section 9 Measurement and Payment 9-1 Measurement of Quantities for Unit Price Work ............................................... 137 9-2 Lump Sum Work .............................................................................................. 137 9-3 Payment .......................................................................................................... 137 9-4 Bid Items .......................................................................................................... 141 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 ................................................................................. 148 Section 201 Concrete, Mortar and Related Materials 201-1 Portland Cement Concrete .............................................................................. 149 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 5 Section 203 Bituminous Materials 203-6 Asphalt Concrete ............................................................................................. 152 Section 213 Engineering Fabrics 213-6 Erosion Control Specialties .............................................................................. 157 Section 214 Pavement Markers 214-6 Pavement Markers ........................................................................................... 157 PART 3 Construction Methods Section 300 Earthwork 300-1 Clearing and Grubbing ..................................................................................... 159 Section 301 Treated Soil, Subgrade Preparation and Placement of Base Materials 301-1 Subgrade Preparation ...................................................................................... 160 Section 303 Concrete and Masonry Construction. 303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways ..................................................................... 160 Section 306 Underground Conduit Construction 306-3 Trench Excavation ........................................................................................... 162 Section 308 Microtunneling 308-6 Subsurface Conditions ..................................................................................... 163 Section 314 Traffic Striping, Curb and Pavement Markings, and Pavement Markers 314-2 Removal of Traffic Striping and Curb and Pavement Markings ........................ 164 314-5 Pavement Markers ........................................................................................... 164 PART 4 Existing Improvements Section 400 Protection and Restoration 400-2 Permanent Survey Markers ............................................................................. 165 Section 401 Removal 401-2 Asphalt Concrete Pavement ............................................................................ 165 401-3 Concrete and Masonry Improvements ............................................................. 165 Section 402 Utilities 402-1 Location ........................................................................................................... 166 402-2 Protection ........................................................................................................ 166 402-4 Relocation ........................................................................................................ 166 402-5 Delays Due to Utility Conflicts .......................................................................... 167 402-6 Cooperation ..................................................................................................... 167 PART 7 Street Lighting and Traffic Signal Systems Section 700 Materials .......................................................................................................... 168 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 6 APPENDICES Appendix A – Resident Notification Example Appendix B – LAPM Exhibit 12 G Appendix C – FHWA 1273 Appendix D – CARB Fleet Compliance Certification Appendix E – SDGE Service Points Appendix F – Utility Maps Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 7 CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS Until 11 a.m. on September 10, 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.carlsabdca.gov/depts/finance/contracting/bids.asp for performing the work as follows: furnishing and installing street lights, conduit, electrical equipment and asphalt concrete and Portland Cement Concrete (P.C.C) surface improvements, throughout the Barrio Neighborhood as shown in the Construction Documents. BARRIO STREET LIGHTS CONTRACT NO. 4013 BID NO. PWS26-3891TRAN 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/services/depts/finance/contracting/default.asp 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 8 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 9 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 (if applicable) 3. Exhibit 15-G – Local Agency Bidder DBE Commitment 4. Exhibit 15-H – DBE Information – Good Faith Efforts 5. Bidder's Bond (at time of Bid submit PDF copy via the City’s eBidding system / All Bidders). Bid Bond (Original) within two (2) business days of bid Opening / three (3) Apparent Low Bidders 6. Noncollusion Declaration 7. Designation of Subcontractor and Amount of Subcontractor’s Bid 8. Bidder's Statement of Financial Responsibility 9. Bidder's Statement of Technical Ability and Experience 10. Acknowledgement of Addendum(a) 11. 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. 12. Bidder’s Statement Re Debarment 13. Bidder's Disclosure of Discipline Record 14. CARB Fleet Compliance Certification (Appendix D) 15. Escrow Agreement for Security Deposits - (optional, must be completed if the Bidder wishes to use the Escrow Agreement for Security) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 10 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 $2,570,370. 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 as set forth in Appendix B (LAPG), and Program Supplement Agreement No. F021, State-Funded Projects No. 11-5308F15. 2 CFR Part 200, Uniform Administration Requirements, Cost Principles, and Audit Requirements for Federal Awards (applicable to Federal and State Funded Projects). 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. 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 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 11 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 www.carlsbadca.gov. 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 August 29, 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 September 4, 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 required for this project. This project has a goal of twenty-two percent (22%) DBE participation. All Bidders are required to complete and ensure the Good Faith Efforts (GFE) to ensure that DBEs have the opportunity to compete for financial assistance dollars. See (Pages 30-33 and Appendix B) for more detailed information. Exhibits 15-G and 15-H must be filled and submitted per the instructions. The City of Carlsbad affirms that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 12 BUY AMERICA 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, and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 13 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. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 14 July 28, 2025 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. 2025-164 adopted on the 15th day of July 2025. ________________________ ____________________________________ Date Graham Jordan, Deputy Clerk Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 19 PUBLIC CONTRACT CODE PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has____ has not____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1. Note: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. PUBLIC CONTRACT CODE 10232 STATEMENT In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two year period because of the Contractor's failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board. Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 20 NON-COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) BARRIO STREET LIGHTS CONTRACT NO. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 21 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 22 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 B. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 23 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 24 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 25 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(es). 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(es). 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 27 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 B. 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 28 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 32 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 33 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 34 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 35 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. 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 36 GUIDE FOR COMPLETING THE "DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS" AND "DESIGNATION OF OWNER OPERATOR/LESSOR AND AMOUNT OF OWNER OPERATOR/LESSOR WORK" FORMS REFERENCES Prior to preparation of the following Subcontractor and Owner Operator/Lessor disclosure forms Bidders are urged to review the definitions in Section 1-2 of the SSPWC and of the Supplemental Provisions to this Contract especially, "Bid", "Bidder", "Contract", "Contractor", "Contract Price", "Contract Unit Price", "Engineer”, "Subcontractor" and "Work" and the definitions in Section 1-2 of the Supplemental Provisions especially "Own Organization" and "Owner Operator/Lessor." Bidders are further urged to review sections 2-3 SUBCONTRACTS of the SSPWC and Section 2-3.1 of these Supplemental Provisions. CAUTIONS These forms 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 owner operator/lessors 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 or Owner Operator/Lessor who the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor or Owner Operator/Lessor licensed as a contractor by the State of California who 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 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. Bidder shall use separate disclosure forms for each Subcontractor or Owner Operator/Lessor of manpower and equipment that it proposes to use to complete the Work. Additional copies of the forms must be attached if required to accommodate the Contractor’s decision to use more than one Subcontractor or Owner Operator/Lessor. All items of information must be completely filled out. These forms 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. Neither the amount, in dollars, of work performed by the Bidder’s own forces (as Contractor) nor the Bidder’s overhead and profit for subcontracted items of the work is included to compute the percentage of the work performed by Subcontractors or Owner Operators/Lessors. When the Bidder proposes that any bid item will installed by a Subcontractor or Owner Operator/Lessor the amount, in dollars, of the bid item installed by each Subcontractor or Owner Operator/ Lessor must be entered under the columns "Amount of Subcontracted Bid Item Including Subcontractor’s Overhead & Profit" or " Amount of Owner Operator/Lessor Bid Item Including Owner Operator/Lessor’s Overhead & Profit " unless the dollar amount of all work performed by any Subcontractor or Owner Operator/Lessor is less than one-half of one percent Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 37 (0.5%) of the Bidder’s total bid or ten thousand dollars ($10,000) whichever is greater. If a Subcontractor or Owner Operator/Lessor installs or constructs any portion of a bid item the entire amount of the Contract Unit Price, less the Bidder’s overhead and profit, shall be multiplied by the Quantity of the bid item that the Subcontractor or Owner Operator/Lessor installs to compute the amount of work so installed. 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, the Subcontractor, or the Owner Operator/Lessor, as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor or Owner Operator/Lessor 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 or Owner Operator/Lessor installing said item. The item number from the "CONTRACTOR'S PROPOSAL" (Bid Sheets) shall be entered in the "Bid Item No." column. When a Subcontractor or Owner Operator/Lessor has a Carlsbad business license the number must be entered on the form. If the Subcontractor does not have a valid business license enter "NONE" in the appropriate space. 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. When the Bidder proposes using a subcontractor or owner operator/Lessor to construct or install less than 100 percent of a bid item the Bidder shall attach an explanation sheet to the designation of subcontractor or designation of Owner Operator/Lessor forms as applicable. The explanation sheet shall be provided by the Contractor to clearly apprise the Agency 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 and Owner Operator/Lessor 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 Supplemental Provisions. The decision of the City Council shall be final. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $ UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS PERSTATUTE OTH-ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH)OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOS AUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 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. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: 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 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: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ACORD 014 ACORD CORP VE 09/30/2025 KOUSA INSURANCE & FINANCIAL SERVICES 515 W COMMONWEALTH AVE STE 205 FULLERTON CA 92832 TOWO ENTERPRISE, INC 2536 Fender Avenue, Unit D Fullerton CA 92831 714-982-8487 714-982-8269 KINSALE INSURANCE COMPANY 38920 INFINITY INSURANCE COMPANY 20260 KINSALE INSURANCE COMPANY 38920 PIE INSURANCE COMPANY 15563 A ✔ ✔ ✔ YY 0100233534-2 04/04/2025 04/04/2026 1,000,000 100,000 EXCLUDED 1,000,000 2,000,000 2,000,000 B ✔ YY 50013145401 08/10/2025 08/10/2026 1,000,000 C ✔ ✔ Y 0100401736-0 09/30/2025 04/04/2026 4,000,000 4,000,000 DY WC PI 802986 01/11/2025 01/11/2026 ✔ 1,000,000 1,000,000 1,000,000 30 Day Notice of Cancellation. Excess liability schedule underlying insurance: General Liability & Automobile Liability. Project No.: 4013 Project Name: Barrio Street Lighting - Phase 2 The City of Carlsbad, its officials, employees and volunteers are named as additional insured. City of Carlsbad/CMWD c/o EXIGIS Insurance Compliance Services P.O. Box 947 Murrieta CA 92564 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION Attached To and Forming Part of Policy Effective Date of Endorsement Named Insured 0100233534-2 04/04/2025 12:01AM at the Named Insured address shown on the Declarations Towo Enterprise Inc Additional Premium:Return Premium: $0 $0 This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Additional Insured Person(s) or Organization(s) Location(s) of Covered Operations Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II – Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" 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 for the additional insured(s) at the location(s) designated above. However: 1.The insurance afforded to such additional insured only applies to the extent permitted by law; and 2.If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B.With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1.All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2.That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. 'ϮϬϭϬϭϮϭϵ WĂŐĞϭŽĨϮΞ/ŶƐƵƌĂŶĐĞ^ĞƌǀŝĐĞƐKĨĨŝĐĞ͕/ŶĐ͕͘ϮϬϭϴ The City of Carlsbad, its officials, employees and volunteers. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY ENDORSEMENT Attached To and Forming Part of Policy Effective Date of Endorsement Named Insured 0100233534-2 04/04/2025 12:01AM at the Named Insured address shown on the Declarations Towo Enterprise Inc Additional Premium: Return Premium: $0 $0 This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE ENVIRONMENTAL CONTRACTING AND PROFESSIONAL SERVICES LIABILITY COVERAGE PRODUCTS POLLUTION LIABILITY COVERAGE PREMISES ENVIRONMENTAL LIABILITY INSURANCE COVERAGE ENVIRONMENTAL COMBINED LIABILITY POLICY - ALL COVERAGE PARTS The insurance provided to Additional Insureds shall be excess with respect to any other valid and collectible insurance available to the Additional Insured unless the written contract specifically requires that this insurance apply on a primary and non-contributory basis, in which case this insurance shall be primary and non-contributory. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. ^ϱϬϬϯϬϳϭϳ WĂŐĞϭŽĨϭ Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 POLICY NUMBER: COMMERCIAL AUTOMOBILE LIABILITY K2 PAINTING 2367 CONEJO LANE FULLERTON CA 92833 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED --- PRIMARY COVERAGE This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE LIABILITY SCHEDULE Name of Person or Organization: “THE INSURANCE AFFORDED BY THIS POLICY FOR THE ADDITIONAL INSURED (S) IS PRIMARY INSURANCE AND ANY OTHER INSURANCE MAINTAINED BY OR AVAILABLE TO THE ADDITIONAL INSURED (s) IS NON-CONTRIBUTING” CG 20 37 07 04 TOWO ENTERPRISE, INC. 9465 GARDEN GROVE BLVD STE 200 GARDEN GROVE, CA 92844 50013145401 2536 Fender Ave Unit D Fullerton, CA 92831 The City of Carlsbad, its officials, employees and volunteers. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 04-84) WC 04 03 06 (Ed. 04-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENTCALIFORNIA 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 _____% of the California workers’ compensation premium otherwise due on such remuneration. Schedule This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured Insurance Company Countersigned By 0.02 TOWO ENTERPRISE INC 01/11/2025 The Pie Insurance Company WC PI 802986-001 Person Or Organization Job Description Any person or organization as required by written contract within states covered under this policy. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 46 CONTRACT PUBLIC WORKS This agreement is made this ____________ day of ________________________________, 2025, by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"), and Towo Enterprise Inc whose principal place of business is 2536 Fender Avenue, Suite D, Fullerton, California, 98231 (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 STREET LIGHTS CONTRACT NO. 4013 (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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 22nd October Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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 Towo Enterprise Inc, whose address is 2536 Fender Avenue, Suite D, Fullerton, California, 98231, 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 STREET LIGHTS CONTRACT NO. 4013 in the amount of $2,387,993.16 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 City of Carlsbad Addenda Acknowledgements for Project Barrio Street Lighting - Phase 2 (PWS26-3891TRAN) Issued on 07/30/2025 Bid Due on September 10, 2025 11:00 AM (PDT) Exported on 09/10/2025 Vendor Name 1 2 A. B. Hashmi, Inc.no no Advanced Electrical Innovations no no AGC OF SAN DIEGO yes yes Alfaro Communications Construction,Inc yes yes Allied Solutions no no Alvarez And Shaw, Inc.no no Armstrong Cal Builders Inc.yes yes Baker Electric & Renewables LLC no no Bear Electrical Solutions, Inc.no no Calmex Engineering, Inc.no no Case Land Surveying no no CSI Services yes yes CTE inc.yes yes DBX, Inc.yes yes Doty Bros Equipment company yes yes DT Stellar General Engineering no no EBS GENERAL ENGINEERING, INC no no Elecnor Belco Electric, Inc.yes yes Ferreira Construction Co, Inc DBA Ferreira Coastal Construction no no HIGH LIGHT ELECTRIC INC yes yes HMS Construction, Inc.yes yes International Line Builders, Inc.no no Miramar General Engineering no no Outsource Utility Contractor LLC no no Palm Engineering Construction Company, Inc.yes yes Perry Electric yes yes Pro Energy Services yes yes RAC Construction & Engineering, Inc.no no RAP Engineering LLC no no RoadSafe Traffic Systems no no ROMA Engineering & Construction, Inc.yes no RTL Traffic Control no no Sael Construction Corporation / SC Concrete DBA yes yes Select Electric, Inc.yes yes Sentinel Built Inc yes yes Servitek Electric, Inc yes yes Southern Contracting Company yes yes Southwest Traffic Signal Service no no Towo Enterprise Inc yes yes TRI GROUP CONSTRUCTION yes yes YBS CONSTRUCTION ENGINEERING no no Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Contract No. 4013 - PWS26-3891TRAN 1 Addendum No. 1 CITY OF CARLSBAD BARRIO STREET LIGHTING Phase 2 Contract No. 4013 Bid No. PWS26-3891TRAN Addendum No. 1 From: Graham Jordan, Contract Administrator Phone: 442-339-2462 graham.jordan@carlsbadca.gov No. of Pages: 3 pages Date: August 20, 2025 Bid Opening Date: September 10, 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. MODIFICATIONS, DELETIONS, AND/OR ADDITIONS TO THE NOTICE INVITING BIDS (00 11 10) 1. SECTION 6. PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK Edit Section 6-1.2, item E. (Page 105) to read: 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. Contractor to coordinate construction with Barrio Traffic Calming Project (CIP 4015) to reduce conflict or overlaying work areas. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Contract No. 4013 - PWS26-3891TRAN 2 Addendum No. 1 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. Plan Sheet 20 of 23 shows typical underground site lighting raceway installation details. Sheet 23 of 23 Shows City of Carlsbad Narrow Trench Detail for conduit installation and backfill/trench patch. Which details are the contractors to use for installation on this project? Contractor shall use City of Carlsbad trenching detail GS-24 as shown on improvement plan sheet 23 of 23. 2. Plan sheet 20 of 23 shows a "Type B fixture detail" which depicts a metal pole. However, Plan Sheet 22 of 23 shows a concrete Pole. Which Pole details is the contractor supposed to use on this project? Contractor shall use concrete pole as shown on improvement plan sheet E302/22. 3. Per the bid schedule description for conduit installation, the City of Carlsbad is asking for the conduit to be trenched. Can you confirm that the trench and asphalt paving patch detail is to be per GS-24 as shown on drawing 23 of 23? Contractor shall use City of Carlsbad trenching detail GS-24 as shown on improvement plans sheet 23 of 23. 4. Electrical and Lighting Notes #5 repeatedly specify "INSTALL 2#6 CONDUCTORS AND 1#6 GROUND IN CONDUIT," whereas line items 13 through 16 reference "18AWG" wiring. Can you please clarify which specification is correct, or if these references pertain to different systems or scopes of work? 2#6+1#6 ground for the main underground conduit is required. We can reduce the wiring to #10 AWG from the junction/handhole to the lighting fixture but the #6 + 1#6 ground shall be maintained throughout the main underground run going to the source of power panel. 5. GS-24 note #1 states "MAXIMUM 8" SLUMP SLURRY BACKFILL TO SURFACE." What is the max 8" referring to? Can we do full depth slurry from the top of the 6" of mortar sand? That would be 24-30" deep of slurry. Trenching resurfacing is outlined in more detail per Greenbook 2024, Section 306-13 and detail GS-24 includes slurry of 24” minimum per note 1 and sand at 95% compaction of 6” per note 6. 6. GS-24 note #1 states "FOLLOW WITH 12" WIDE BY 1-1/2" ADEEP GRIND AND RESURFACING." Spec states 12" but diagram states depicts 14" minimum. Please confirm we need to grind 4" min on each side of the 6" trench path so 14" min wide. Please also confirm we can do 18" wide grind if desired since planers only come in 6" increments, 12" or 18". A 4” minimum on each side with minimum trench width at 4” at total 12” or maximum of 6” to be 14” per detail 1 and asterisk (*) at bottom of detail. Wider grind of 18” wide is acceptable. 7. Spec GS-24 Note #12 states "Surface Treatment to Match Existing Pavement (E.G. SEAL COAT, CHIP SEAL)". Is there any surface treatments required for any portions of the proposed trench cap? If so, can the City specify what sections and what treatments? C2-PG64-10 material is required replacement pavement. Surface treatment refers to roughness and texture and will be determined per replacement area but should match existing pavement. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Contract No. 4013 - PWS26-3891TRAN 3 Addendum No. 1 8. Is the city opposed to using directional drilling methods for the conduit installation? Directional drilling is acceptable over trenching for certain areas and must be coordinated with the inspector per location. Pavement restoration is per city standard GS-25 and notes 1-20 are shown below for additional reference. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Contract No. 4013 - PWS26-3891TRAN 1 Addendum No. 2 CITY OF CARLSBAD BARRIO STREET LIGHTING Phase 2 Contract No. 4013 Bid No. PWS26-3891TRAN Addendum No. 2 From: Graham Jordan, Contract Administrator Phone: 442-339-2462 graham.jordan@carlsbadca.gov No. of Pages: 3 pages Date: September 3, 2025 Bid Opening Date: September 10, 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. MODIFICATIONS, DELETIONS, AND/OR ADDITIONS TO THE APPENDICES 1. APPENDIX B. LAPM EXHIBIT 12-G Edit the first paragraph of Exhibit 15-H to read: The Agency established a Disadvantaged Business Enterprise (DBE) goal of 22% for this contract. The information provided herein shows the required good faith efforts to meet or exceed the DBE contract goal. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Contract No. 4013 - PWS26-3891TRAN 2 Addendum No. 2 1. We would like to request a bid due date extension. We are not intending to extend the bid due date at this time. 2. If the Prime contractor is a certified MBE (CPUC & SCMBDC) does that qualify for the GFE? As Federally approved and outlined in the Contract Documents, the DBE goal is 22%. A GFE or good faith effort is only needed if that goal is not obtained. Contractors must be certified and listed here to qualify as a DBE: https://caltrans.dbesystem.com/ Additional information can be found here: https://dot.ca.gov/programs/civil-rights/dbe-certification-information To apply for DBE certification, firms must submit their application and supporting documents online via the B2G Certification Portal: https://caltrans.dbesystem.com/ Note the following steps: When you log onto the link, click on “Apply for/Renew Certification” under Vendor Certification and look up your account using your firm name or tax ID number. Do not create a new account before you do a preliminary search, as this database has firms listed from a variety of different licensing registrations. After you locate your account or create a new one, complete the online application questions for a new DBE certification, and then upload the required documents. If you are not able to provide a required document, you may upload a statement explaining why you cannot provide it. There are customer support links on every page to help guide you. After submitting, you will be able to track the progress of your application via this online system. 3. What is the deadline date for advertising (Publication) for this project? September 5, 2025. 4. Can you clarify the meaning of the tag "To POS" on the bid item list? “To POS” is for the bid item to be from the “point of service” or power to the service or the entire length of what is needed in the bid item. 5. On the addendum, it states that directional drilling is acceptable over trenching for certain areas. Can you specify which areas only require trenching? The cost varies depending on the usage of directional drilling and trenching. Directional boring is preferred if crossing a street or going under a sidewalk. The access/bore pit should also be restored per GS-25 and should be coordinated with inspector. 6. Do we need to comply with the Good Faith Efforts If we meet or exceed the 22% requirements already? See answer to Question No. 2. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Contract No. 4013 - PWS26-3891TRAN 3 Addendum No. 2 7. Could you name any what might be qualified as arterial streets on this project. They are all residential streets, but Carlsbad Village Drive may be considered an arterial. https://www.carlsbadca.gov/departments/streets-traffic/types-of-streets 8. Line Item 21 calls for Concrete Sidewalk per SDRSD G-7, G-9, G-10. Please provide details G-9, G-10 in the plans. SDRSD refers to San Diego County Regional Standard Drawings and attached. Also, they can be found here: https://www.sandiegocounty.gov/content/sdc/dpw/CIP/regional-stds.html and line item 21 should follow City of Carlsbad Volume 3 Standards found here: https://www.carlsbadca.gov/departments/community-development/land-development- engineering/engineering-codes-standards-policies 9. There is no bid item for the installation of any other types of wiring required except for #8 and #12 wires (Items 13 thru 18). Your addendum #1 and plans have discrepancies. The Contractor shall furnish, install, maintain, and remove all temporary light, power, and water at its own expense as outlined in Section 7-8.5 and as needed for project as outlined in the contract specifications. 10. How will the striping repair from the work performed is to be compensated? [sic] As outlined in the specifications and Section 7-10, “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.” Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 60 PART 1 GENERAL PROVISIONS FOR BARRIO STREET LIGHTS CONTRACT NO. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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 Juneteeth 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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 shall review and act on all communications addressed to the Contractor, in the Procore App. The Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 77 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/id374930542 Procore for Android: https://play.google.com/store/apps/details?id=com.procore.activities&pli=1 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, 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 78 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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. Non-direct 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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. Add the following: 3-12.4.3 Storage and Staging Areas. 1. Storage and staging areas are the Contractor’s responsibility. If the Plans designate a staging location within the Project or in close proximity, the Contractor may utilize such area for their use. The storage and staging areas shall be as close as possible to the site. Contractor is responsible for obtaining any permits, leases, or any other items necessary to obtain staging areas. 2. Storage of hazardous wastes, construction equipment material, and parking and fueling of equipment shall not be allowed in the MHPA or other biologically sensitive areas. Ensure the fueling of vehicles occurs only within designated staging areas using appropriate catch basins and devices. 3. Return the storage and staging area and the adjacent area to an equal or better condition as deemed necessary by the Engineer, at no additional cost to the Agency. 4. The Contractor shall provide the Engineer a copy of the lease agreement for any property to be used for the storage of materials or equipment prior to delivery or storage of any materials or equipment. Each lease agreement shall clearly state the term of the lease and a description of the materials or equipment allowed to be stored and shall provide for the removal of the Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 94 materials or equipment and restoration of the storage site within the timeframe allowed for the Work. 5. Construction equipment shall not be stored at the Work Site before its actual use on the Work nor for more than 5 Calendar Days after it is no longer needed. Time necessary for repair or assembly of equipment may be authorized by the Engineer. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 95 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 96 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 97 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 98 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 99 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 Street Lights 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 100 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. All lighting locations are to be field verified by Engineer prior to final installation due to potential unforeseen conflicts. 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 101 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 102 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 103 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 104 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 105 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 106 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 107 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 contract price and no separate payment with be made, therefore. 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 108 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. 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. Submit a pipeline highlining plan for all potable water domestic or fire services with service interruptions exceeding 6 hours. 2. Secure staging area(s). 3. 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. 4. 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 109 not commence at any construction heading until existing utilities have been potholed and confirmed by the Contractor to have no conflict with the Work. 5. Trenching operations, installation of conduit, pulling of conductors, pullbox installation and foundations. 6. Construct new surface improvements or restore existing improvements to original or better condition in areas disturbed by construction. 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. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 110 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. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 111 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 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 160 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. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 112 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 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 113 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. 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 114 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 fifteen hundred dollars per ($1,500) 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 $1,500 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 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 115 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 116 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 117 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 118 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 119 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- 8.4.2 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 as follows: LOCATION EX MH ID PWWF gallons per minute (gpm) PINE AND HARDING 10C-49 470 ROOSEVELT AND CHESTNUT 16A-73 620 MADISON AND CHESTNUT 16A-31 370 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 120 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 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 therefor. 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). A Storm Water Pollution Prevention Plan (SWPPP) is not required for this project. However, the construction activities must still comply with all construction BMPs required pursuant to Title 15 of the CMC and these standards. 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. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 121 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. 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, Republic Services (877) 692-9729. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 122 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 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 123 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 the NB bus stop is relocated to its new location. 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 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 124 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 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 125 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 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 126 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 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 therefor. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 127 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. 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 128 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 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 129 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. 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 130 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. 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 131 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 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: Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 132 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. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 133 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)]; 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 134 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: 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 135 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. ADD the following schedule: 7-19 SUBCONTRACTOR AND DBE RECORDS. Use each DBE subcontractor as listed on the List of Subcontractors form and the Local Agency Bidder DBE Commitment (Construction Contracts), Exhibit 15-G, forms unless you receive authorization for a substitution. The Agency requests the Contractor to: 1. Notify the Engineer of any changes to its anticipated DBE participation 2. Provide this notification before starting the affected work Maintain records including: 1. Name and business address of each 1st-tier subcontractor 2. Name and business address of each DBE subcontractor, DBE vendor, and DBE trucking company, regardless of tier 3. Date of payment and total amount paid to each business If you are a DBE contractor, include the date of work performed by your own forces and the corresponding value of the work. Before the 15th of each month, submit a Monthly DBE Trucking Verification form. If a DBE is decertified before completing its work, the DBE must notify you in writing of the decertification date. If a business becomes a certified DBE before completing its work, the business must notify you in writing of the certification date. Submit the notifications. On work completion, complete a Disadvantaged Business Enterprises (DBE) Certification Status Change, Exhibit 17-O, form. Submit the form within 30 days of contract acceptance. Upon work completion, complete a Final Report – Utilization of Disadvantaged Business Enterprises (DBE), First-Tier Subcontractors, Exhibit 17-F, form. Submit it within 90 days of contract acceptance. The Agency withholds $10,000 until the form is submitted. The Agency releases the withhold upon submission of the completed form. 7-20 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 136 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. 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. 7-21 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: 7-22 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 137 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 138 SECTION 8 – FACILITIES FOR AGENCY PERSONNEL (NOT APPLICABLE) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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, 5 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 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 their expense. 9-4.1 Bid Schedule A. Bid Item No. A-1 – Mobilization. The Contractor shall mobilize per Section 9-3.4. Bid Item No. A-2 – Staging Area. The contract price paid for this bid item is no cost. Primary staging areas are to minimize impact to the right-of-way and should be within various less utilized areas near construction area, outside of a bike lane with minimal removal of parking. Staging areas are available on public streets nearby construction areas only and 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 contractor is responsible for the area will be restored to its original condition. The city does not compensate the contractor if construction storage is not available on or off site. The contractor must find off-site storage that complies with city zoning ordinance and policies and submit land use permit for off-site storage and incorporate area into their SWPPP plan per Section 3-12.6. 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 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. The city does not compensate the contractor if construction storage is not available on or off site. The contractor must find off-site storage that complies with city zoning ordinance and policies and submit land use permit for off-site storage and incorporate area into their SWPPP plan. 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 144 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. Bid Item No. A-3 – Construction Schedule. The Contractor shall maintain a construction schedule per Section 6-1. Bid Item No. A-4 – 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-6 – 1-1/4" PVC Conduit Trenched. The contract unit price paid for 1-1/4" PVC Conduit Trenched shall include full compensation for furnishing all labor, materials, including clearing and grubbing, trenching, backfill and trench repairs in accordance with the City of Carlsbad Standards, 1-1/4” PVC conduit, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-7 – 1" PVC Conduit Trenched. The contract unit price paid for 1" PVC Conduit Trenched shall include full compensation for furnishing all labor, materials, including clearing and grubbing, trenching, backfill and trench repairs in accordance with the City of Carlsbad Standards, 1” PVC conduit, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-8 – 1-1/4" PVC Conduit Trenched (To POS). The contract unit price paid for 1-1/4" PVC Conduit Trenched shall include full compensation for furnishing all labor, materials, including clearing and grubbing, trenching, backfill and trench repairs in accordance with the City of Carlsbad Standards, 1-1/4” PVC conduit, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-9 – Pull Box No. 3-1/2 Electrical. The contract unit price paid for Pull Box No. 3-1/2 Electrical shall include full compensation for furnishing all labor, materials, including clearing and grubbing, trenching, backfill and trench repairs in accordance with the City of Carlsbad Standards, excavation, No. 3-1/2 Electrical pull box, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 145 Bid Item No. A-10 – Pedestrian Light Pole. The contract unit price paid for Pedestrian Light Pole shall include full compensation for furnishing all labor, materials, including clearing and grubbing, installation, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. All locations to be verified by Engineer prior to installation. All locations must meet ADA compliance and to be verified prior to installation. Bid Item No. A-11 – Pedestrian Light Pole Foundation. The contract unit price paid for Pedestrian Light Pole Foundation shall include full compensation to construct street light foundations in accordance with the SDRSD E-1 and E-2, protection of adjacent public and private improvements and/or facilities, all labor, materials, including clearing and grubbing, excavation, forming, backfill, concrete, reinforcement, anchor bolts, base plates, grounding rods, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. All locations to be verified by Engineer prior to installation. All locations must meet ADA compliance and to be verified prior to installation. Bid Item No. A-12 – Pedestrian Luminaire (5,100 Lumens). The contract unit price paid for Pedestrian Luminaire (5,100 Lumens) shall include full compensation for furnishing all labor, materials, installation, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-13 – #8 AWG Insulated Conductor. The contract unit price paid for #8 AWG Insulated Conductor shall include full compensation for furnishing all labor, materials, conductors, pull rope, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-14 – #8 AWG Insulated Ground. The contract unit price paid for #8 AWG Insulated Ground shall include full compensation for furnishing all labor, materials, ground conductors, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-15 – #8 AWG Insulated Conductor (To POS). The contract unit price paid for #8 AWG Insulated Conductor (To POS) shall include full compensation for furnishing all labor, materials, conductors, pull rope, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-16 – #8 AWG Insulated Ground (To POS). The contract unit price paid for #8 AWG (To POS) Insulated Conductor shall include full compensation for furnishing all labor, materials, conductors, pull rope, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-17 – #12 AWG Insulated Conductor. The contract unit price paid for #12 AWG Insulated Conductor shall include full compensation for furnishing all labor, materials, conductors, pull rope, tools, equipment, transportation, storage, Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 146 and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-18 – #12 AWG Insulated Ground. The contract unit price paid for #12 AWG Insulated Ground shall include full compensation for furnishing all labor, materials, ground conductors, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-19 – Electrical Service Coordination. The contract lump sum price paid for Electrical Service Coordination shall include full compensation for furnishing all labor, materials, voltage drop calculations, SDG&E coordination, tools, equipment, transportation, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Bid Item No. A-20 – Concrete Curb Ramp per SDRSD. The contract unit price paid for this bid item shall constitute full compensation to construct a concrete curb ramp per SDRSD 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, these special provisions and in compliance with the Americans with Disabilities Act. Bid Item No. A-21 – Concrete 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-22 – 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-23 – Concrete Curb and Gutter per SDRSD G-02. The contract unit price paid for this bid item shall constitute full compensation to construct concrete curb and gutter per SDRSD G-2 Type G in compliance with the SSPWC. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 147 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 C. 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 148 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. No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one day's production, whichever is smaller. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 149 200-2.4.3 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. 201-1.2 Materials. Add the following section after 201-1.2.4: 201-1.2.4(d) Air-Entraining Admixtures. Substitute the following: Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 150 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. 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 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. 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 pre-formed, 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 151 201-3.7 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). SECTION 203 – BITUMINOUS MATERIALS 203-1 PAVING ASPHALT. 203-1.3 Test Reports and Certification. Delete in its entirety and Replace with the following: 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. Final acceptance of the material will be dependent upon the determination by the Engineer that the material involved conforms to the Specifications. 203-6 ASPHALT CONCRETE. 203-6.1 General. Add the following: Asphalt Concrete (AC) shall be Type III-C3-PG 64-10. No more than 15% RAP shall be used in the AC mix used for patching. 203-6.3 Job Mix Formula (JMF) and Mix Designs. Add the following: Asphalt Concrete (AC) shall be Type III-C3-PG 64-10 for both base course and surface course; both of which with Warm Mix Asphalt (WMA) additive technology optional. 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 152 No more than 15% RAP is allowed in any AC mixes used for base course or full width overlay. If the use of WMA additive is desired, the WMA additive used must be on the Caltrans Authorized Material List for WMA authorized technologies in effect as of the date of advertisement of the contract, https://mets.dot.ca.gov/aml/WarmMixAsphaltTechnologiesList2.php?print=yes. Only additive technologies are acceptable. No foaming or water injection technology shall be used. A technical representative for the WMA additive technology must attend the Preconstruction Meeting should WMA be used by the Contractor. 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: Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 153 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 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." Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 154 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 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 155 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. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 156 SECTION 213 - ENGINEERING GEOSYNTHETICS 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. SECTION 214 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 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 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 157 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 158 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 therefore shall be made to the Contractor. Clearing and grubbing shall also include the removal, relocation, adjusting, or salvaging of all facilities so indicated on the Plans which are not designated as separate bid items or which are not included in other bid items. Dust control throughout the duration of the project conforming to Section 7-8.1, Cleanup and Dust Control, of these Special Provisions. Progressive clean up and maintenance of project appearance. Clean-up of project area upon completion of the Work. Pruning and disposing of interfering portions of roots, shrubs, maintaining existing public sprinkler systems in working order. This includes water supply, water distribution, electrical supply, and electrical control elements of the existing sprinkler system. Removal and disposal of existing asphalt concrete and aggregate base, concrete curb and gutter, concrete sidewalk, 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. 300-1.3 Measurement. Delete in its entirety: 300-1.4 Payment. Modify as follows: Payment for clearing and grubbing shall be included in the contract unit prices bid for various items requiring this work, other bids items and no additional payment shall be allowed therefor. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 159 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. 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 additional compensation shall be allowed therfor. SECTION 303 CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.1.1 General. Add the following: Portland Cement Concrete used for all curb and gutter, sidewalks, pedestrian ramps, driveway approaches, driveway aprons and cross gutters shall be in conformance with Table 201-1.1.2 of the SSPWC, unless otherwise indicated. • Where the Plans specify that concrete shall attain a minimum compressive strength of 4000 psi at 28 days (i.e., cast-in-drilled hole (CIDH) piles; the concrete shall be designed by the Contractor in accordance with Section 201-1.1.4 of the Standard Specifications. In case of conflict between the concrete strengths shown in Table 201-1.1.2 of the Standard Specifications and on the applicable Standard Drawings, the higher strength shown on either shall govern. Control joints must be sawcut per plans and not hand-tooled within 24 hours of concrete pour. Sidewalk shall be constructed in conformance with San Diego Regional Standard Drawings G7, G9, G10, and per these specifications. 303-5.5.2 Curb. Delete the last sentence of the second paragraph in its entirety and revise to read the following: The name of the Contractor and the year in which the improvement is constructed shall NOT be Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 160 stamped in the completed work. The Contractor shall stamp the curb face with 75 mm (3”) high block letters as specified in Table 303-5.5.2(A) to identify the locations of existing water, sewer and reclaimed water service within a removal/replacement area.” 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: Measurement for the various items of work under Portland Cement Concrete (P.C.C.) Construction shall be measured in accordance with the units indicated in the bid schedule and as specified in the various sections of these Special Provisions. Curb and gutter at curb ramps shall be included in the unit price bid for “Concrete Curb Ramp per SDRSD.” Full compensation for Portland Cement Concrete construction is considered included in the unit or lump sum prices paid for the various concrete bid items and no additional compensation will be allowed therefor. The unit or lump sum prices paid for the items of work shall include full compensation for furnishing all labor, materials, reinforcement, truncated domes, test panels, tools, equipment, transportation, joints, joint sealant, structure excavation and backfill, forms, finishing, curing agents, curing, scoring, stamping, steel reinforcement, marking, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Compensation for installing detectable warning system required for curb ramps shall be included in the price of each curb ramp. Concrete bid items include, but are not limited to: • Pedestrian Light Pole Foundation per SDRSD E-1 and E-2 • Concrete Curb Ramp • Concrete Sidewalk per SDRSD G-7, G-9, G-10 • Concrete Cross Gutter per SDRSD G-12 • Concrete Curb and Gutter per SDRSD G-2 SECTION 306 – OPEN TRENCH CONDUIT CONSTRUCTION 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 161 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. 306-3 TRENCH EXCAVATION. 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 in conflict with proposed improvements. Payment for removal and disposal of abandoned utilities shall be included in the contract unit prices bid for various items requiring this work, other bids items and no additional payment shall be allowed therefor. 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, unless otherwise shown on the plans. 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. Trench resurfacing shall be per the City of Carlsbad Standard Specifications and Drawings GS-24 through GS-28. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 162 306-15 PAYMENT. 306-15.1 General. Add the following: Payment for utility trench for street lighting conduits and conduits for SDGE’s point of connections (POCs) shall be included in the contract unit prices bid for various items requiring this work, other bids items and no additional payment shall be allowed therefor. SECTION 308 – MICROTUNNELING 308-6 SUBSURFACE CONDITIONS. 308-6.2 Microtunneling Requested by the Contractor. Delete in its entirety and Replace with the following: 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 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 traffic markings and lines that may have been damaged during trenching operations prior to painting the new traffic stripes or markings and in compliance with in Section 7-10. 2. 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. 3. 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. Removal and replacement of traffic striping and curb and pavement markings damaged during trench operations shall be included in the contract unit prices bid for various items requiring this work, other bids items and no additional payment shall be allowed therefor. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 163 314-5 PAVEMENT MARKERS. 314-5.6 and 314-5.7 Replace as follows: 314-5.6 Measurement and Payment. Removal and replacement of pavement markers damaged during trench operations shall be included in the contract unit prices bid for various items requiring this work, other bids items and no additional payment shall be allowed therefor. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 164 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: 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. 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: Asphalt concrete pavement and aggregate base shall be removed to clean, straight lines. 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: Concrete shall be removed to neatly sawed edges with saw cuts made through the entire thickness. Concrete sidewalk, curb ramps or driveways 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. 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 165 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. SECTION 402 – UTILITIES 402-1 LOCATION. 402-1.1 General. Delete the first paragraph and Replace with the following: 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 203-1.5.5 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: 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 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 166 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. 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. 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. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 167 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”, and Section 87, “Electrical Systems” of the Caltrans Standard Specifications 2023 Edition replaces Section 700, “Materials”, and Section 701, “Construction” of the SSPWC. 86-1.02 MATERIALS. Add the following: 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 and gutter, cross gutter, or driveway is broken or damaged, the entire square, section, or slab shall be removed and the concrete reconstructed as specified above. When existing cross gutter spandrels monolithic to existing curb ramps are damaged, the existing curb ramp and spandrel shall be removed and replaced with an ADA compliant curb ramp with truncated domes per the San Diego Regional Standards Drawings. 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. 86-1.02B Conduit and Accessories. Add the following: Exposed conduit installed on a painted structure/pole shall be painted the same color as the structure/pole. Conduit sizes are as indicated in the construction drawings. 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. 86-1.02K LUMINAIRES. 86-1.02K(1) General. Add the following: Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 168 Luminaires: A. Luminaires shall be EVOLVE EPAS LED post top light (Catalog # E02005B301CJABLCK). B. Luminaires shall be a maximum 9,600 lumens. C. Luminaires shall be Type III Distribution as defined by the Illuminating Engineering Society of North America (IESNA). D. Luminaires shall have a maximum Correlated Color Temperature (CCT) of 3000K.F. 86-1.02J Standards, Poles, Pedestals, and Posts. Add the following: Street Light Pole: A. Street Light poles shall be Ameron Victorian IV Series Pole (Model # VBS04 Pole with Tenon Assembly) or approved equivalent. B. Poles shall be spuncast, pre-stressed concrete poles. C. Color (Mix 1231): gray terrazzo, exposed aggregate finish with Amershield Anti-graffiti coating. D. Street Light foundations shall be in accordance with San Diego Regional Standard Drawing (SDRSD) E-1 and E-2 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 by a civil engineer. E. Street light pole and luminaire mounting heights shall be in conformance with the Construction Drawings. 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 SDG&E may be required and as approved by the City, warranty, materials and methods of construction of street lighting and traffic signals. Modify Section 86-1.04 as follows: 86-1.04 MEASUREMENT AND PAYMENT. Measurement for the various items of work under Electrical Systems shall be measured in accordance with the units indicated in the bid schedule and as specified in the various sections of these Special Provisions. Full compensation for all electrical work and materials necessary to complete the installation of the streetlights shall be considered included in the unit or lump sum prices paid for the various electrical bid items and no additional compensation will be allowed therefor. The unit or lump sum prices paid for the items of work shall include full compensation for furnishing all labor, materials, including clearing and grubbing, trenching, backfill and trench repairs in accordance with the City of Carlsbad Standards, conduits and conductors (all sizes), pullboxes, light fixture control module, pull rope, testing, grounding rods, SDG&E coordination, installation of new street lights, connections to SDG&E service points, grounding conductors, duct spacers, light poles, light fixtures, duct putty, voltage drop calculations, tools, equipment, transportation, storage, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Electrical bid items include, but are not limited to: • 1-1/4" PVC Conduit Trenched • 1" PVC Conduit Trenched Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Federal Aid Project no: CPFCDSL 5308(027) Contract No. 4013 Page 169 • 1-1/4" PVC Conduit Trenched (To POS) • Pull Box No. 3-1/2 Electrical • Pedestrian Light Pole • Pedestrian Luminaire (5,100 Lumens) • #8 AWG Insulated Conductor • #8 AWG Insulated Ground • #8 AWG Insulated Conductor (To POS) • #8 AWG Insulated Ground (To POS) • #12 AWG Insulated Conductor • #12 AWG Insulated Ground • Electrical Service Coordination Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Appendix A Resident Notification Example Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Appendix B LAPM Exhibit 12-G Federal-Aid Requirements Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Appendix C FHWA 1273 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 (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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 (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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 (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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 (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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Appendix D CARB Fleet Compliance Certification Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 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: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Appendix E SDGE Service Points Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 February 20, 2025 635 CHESTNUT AVENUE, CARLSBAD Job Notification # 300000766544 Date: 02/20/2025 Planner Name: Karyn Nason Planner Phone: (619)676-5394 Customer Name: Brandon Miles, City of Carlsbad Email: Brandon.Miles@carlsbadca.gov Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 February 20, 2025 910 CHESTNUT AVENUE, CARLSBAD Job Notification # 300000766559 Date: 02/20/2025 Planner Name: Karyn Nason Planner Phone: (619)676-5394 Customer Name: Brandon Miles, City of Carlsbad Email: Brandon.Miles@carlsbadca.gov Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 February 20, 2025 910 PALM AVENUE, CARLSBAD Job Notification # 300000767199 Date: 02/20/2025 Planner Name: Karyn Nason Planner Phone: (619)676-5394 Customer Name: Brandon Miles, City of Carlsbad Email: Brandon.Miles@carlsbadca.gov Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 February 20, 2025 945 OAK AVENUE, CARLSBAD Job Notification # 300000767282 Date: 02/20/2025 Planner Name: Karyn Nason Planner Phone: (619)676-5394 Customer Name: Brandon Miles City of Carlsbad Email: Brandon.Miles@carlsbadca.gov Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 February 20, 2025 3190 ROOSEVELT STREET, CARLSBAD Job Notification # 300000766261 Date: 02/20/2025 Planner Name: Karyn Nason Planner Phone: (619)676-5394 Customer Name: Brandon Miles, City of Carlsbad Email: Brandon.Miles@carlsbadca.gov Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 February 20, 2025 3255 ROOSEVELT STREET, CARLSBAD Job Notification # 300000766547 Date: 02/20/2025 Planner Name: Karyn Nason Planner Phone: (619)676-5394 Customer Name: Brandon Miles, City of Carlsbad Email: Brandon.Miles@carlsbadca.gov Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 February 20, 2025 3266 HARDING STREET, CARLSBAD Job Notification # 300000766484 Date: 02/20/2025 Planner Name: Karyn Nason Planner Phone: (619)676-5394 Customer Name: Brandon Miles, City of Carlsbad Email: Brandon.Miles@carlsbadca.gov Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 February 20, 2025 3526 MADISON STREET, CARLSBAD Job Notification # 300000767343 Date: 02/20/2025 Planner Name: Karyn Nason Planner Phone: (619)676-5394 Customer Name: Eric Zielke, City of Carlsbad Email: Brandon.Miles@carlsbadca.gov Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Appendix F Utility Maps Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " #0 #0 #0 #0 #0 #0 #0 #0 ") OAK A V E PINE A V E PINE A V E C A R L S B A D B L V D MAGN O L I A A V E T A M A R A C K A V E S T A T E S T R O O S E V E L T S T J E F F E R S O N S T M A DIS O N S T W A S H I N G T O N S T LI N M A R L N CHESTNUT AVE H A R D IN G S T HI G H L A N D D R BASSWOOD AVE C A R L S B A D V IL L A G E D R G A R F I E L D S T T A M A RA CK A VE LAGUNA DR N A U TIC A L D R AD A M S S T CARLS B A D V I L L A G E D R I- 5 N HEMLO C K A V E CITRUS PL GRAN D A V E I- 5 S H O M E A V E GRAN D A V E DAVISAVE PINE A V E WALNU T A V E HIBIS C U S CIR PALM A V E P I O P I C O D R CA B R I L L O PL J E F F E R S O N S T WALNU T A V E C HE S T N U T A V E T A M A R A C K A V E KR E M E Y E R CI R REDW O O D AVE H O P E A V E ARBUC K L E PL LI N C O L N S T PALM A V E CAMEL L I A P L AVOCA D O L N SYCA M O R E A V E J E F F E R S O N S T ELMWOOD ST T Y L E R S T OAK A V E V I L L A G E D RMAPLE A V E PALM A V E ACAC I A A V E CHER R Y A V E J U N I P E R A V E H A R D I N G S T STRATFORD LN LAGUNA DR 5 0 A N C H O R W A Y EU R E K A P L 4 9 5 0 OAK A V E V I L LA G E CIR 2X3 HH MH 160 MH 063 HH FO PB HH MH 166 HH MH 556 HH MH 390 MH 812 HH HH #2 FO PB MH 521 MH 583 SB HH S 3780 MH 592 MH 037 HH F 3570 G MH 064 MH 062 MH 744 MH 705 MH 558 HH 3 MH 167 MH 554 MH 165 MH 267 MH 388 HH F 3703 H CHRISTY BOX MH 593 HH5 MH 849 HH MH 164 PB SUB'S PB MH 789 SPLICE BOX FIBER BARREL MH 060 MH 743 MH 391 MH 733 HH HH 8 MH 162 SB SPL BOX MH 9006 HH OPP 3865 S MH 328 MH 1332 FB F 3555 G SB MH1335 HH 2 MH 842 FO PB HH MH 500 SUB'S MH SB MH 800 HH 1 HH F 3885 S MH 066 HH F 3855 S CHRISTY BOX MH 506 MH 503 HH 1 MH MH 140 MH 061 SB HH MH 550 HH MH 9048 MH 144 SB MH 233 MH 036 2X3 HH MH 141 HH MH502 MH 392 HH MH 700 MH 389 FO PB MH 706 MH 065 HH1 SB HH 2 MH 169 MH HH1 HH MH 555 MH 501 2 X 3 MH 163 HH CARLSBAD-HARDINGWirecenter CRLSCA11 A1 A2 A3 B1 B2 B3 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ³")Central Offices !(Poles #0 Remote Terminals "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Railroads Street Centerlines Mapping Index Wirecenter Boundary Parcels JobAOI Index Map 1:5,426 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " #0 #0#0 OAK A V E R O O S E V E L T S T J E F F E R S O N S T M A D I S O N S T S T A T E S T GRAN D A V E PINE A V E HOME A V E T Y L E R S T CARLS B A D V I L L A G E D R C A R L S B A D V I L L A G E D R GRAN D A V E GRAN D A V E H A R D I N G S T H O P E A V E ARBUC K L E P L HH FO PB HH MH 556 HH MH 390 MH 812 HH HH #2 HH 3 MH 554 MH 165 MH 267 HH MH 164 PB SUB'S PB MH 733 HH HH 8 MH 1332 FO PB HH MH 500 SUB'S MH HH 1 MH 550 HH MH 9048 MH 036 MH 389 HH 2 MH 555 MH 501 2 X 3 MH 163 CARLSBAD-HARDINGWirecenter A1 A2 B1 B2 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") Buena Vista Elm Pa r k i n g Lot R o o s e v e l t St a t e H o p e Chestn u t Carlsba d V i l l a g e Grand H a r d i n g O c e a n Palm Walnut Elm w o o d Beech E x i t 5 0 W a s h i n g t o n Home Jeffers o n Christia n s e n Knowles Ty l e r Li n c o l n Laguna Pine All e y S 2 1 M a d i s o n P io Pico 5 Oak A1 A2 A3 B1 B2 B3 ³!(Poles #0 Remote Terminals "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Railroads Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: A1 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( " " " " " " " " " " #0 ") GRAN D A V E OAK A V E PIO P I C O D R H A R D I N G S T I- 5 S CARLS B A D V I L L A G E D R PINE A V E M A D I S O N S T 5 0 CARLS B A D V I L L A G E D R OAK A V E J E F F E R S O N S T 5 0 I- 5 N MH 388 MH 789 MH 162 SPL BOX SB MH 140 MH 144 SB MH 141 CARLSBAD-HARDINGWirecenter CRLSCA11 A1 A2 A3 B1 B2 B3 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") Magnolia Ad a m s Basswood Hi g h l a n d Elm R o o s e v e l t St a t e Chestn u t Laguna Grand Woodla n d Palm Stratford Elm w o o d E x i t 5 0 W a s h i n g t o n Home Jeffers o n Eureka Li n c o l n H a r d i n g Knowles Ty l e r Pine All e y Carlsba d V i l l a g e M a d i s o n Oak 5 P io P ic o A1 A2 A3 B1 B2 B3 ³")Central Offices !(Poles #0 Remote Terminals "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: A2 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( " " " " " " " " " " " " " WALNU T A V E R O O S E V E L T S T WALNU T A V E OAK A V E G A R F I E L D S T PINE A V E W A S H I N G T O N S T O A K A VE C H E S T N U T A V E SYCA M O R E A V E CHES T N U T A V E T Y L E R S T LI N C O L N S T PINE A V E 2X3 HH MH 160 MH 592 MH 037 MH 064 MH 328 SB MH 506 MH 503 MH 2X3 HH MH 169 MH CARLSBAD-HARDINGWirecenter A1 A2 B1 B2 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") Je f f e r s o n H o p e Pa r k i n g Lo t St a t e Maple Cherry Chestn u t Carlsb a d V i l l a g e H a r d i n g R o o s e v e l t O c e a n A n c h o r Beech W a s h i n g t o n Magnolia Tamar a c k Christia n s e n Walnut Ty l e r 5 Li n c o l n Pine Villag e Grand G a r f i e l d All e y M a d i s o n Oak S2 1 A1 A2 A3 B1 B2 B3 ³!(Poles "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Railroads Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: B1 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( " " " " " " " " " " " " " ") M A D I S O N S T PINE A V E WALNU T A V E R O O S E V E L T S T MAGNOLIA AVE CHES T N U T A V E H A R D I N G S T PALM A V E V ILL A G E C I R V I L L A G E C I R T Y L E R S T V IL L A G E D R J E F F E R S O N S T V I L L A G E D R MH 063 MH 062 MH 744 MH 705 HH5 FIBER BARREL MH 060 MH1335 HH 2 MH 140 MH 061 HH1 HH CARLSBAD-HARDINGWirecenter CRLSCA11 A1 A2 A3 B1 B2 B3 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") A d a m s Basswood Pio Pico 5 Tamara c k H o p e Pa r k i n g Lot Maple Cherry C h e s tnut Linm a r R o o s e v e l t Palm E x i t 5 0 W a s h i n g t o n Anchor Grand Magnolia Ty l e r Li n c o l n Pine S 2 1 H a r d i n g Villag e Carlsba d V i l l a g e G a r f i e l d All e y Oak M a d i s o n A1 A2 A3 B1 B2 B3 ³")Central Offices !(Poles "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Railroads Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: B2 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( " " " " " " " " " " " " #0 MAGNO L I A A V E A D A M S S T H A R D I N G S T CHESTNUT AVE EU R E K A P L P I O P I C O D R J E F F E R S O N S T PALM A V E I- 5 N I- 5 S PALM A V E MAGNO L I A A V E ANCHO R W A Y CAMEL L I A P L AVOCA D O L N PALM A V E H A R D I N G S T 4 9 MH 583 SB HH S 3780 MH 705 HH F 3703 H MH 658 MH 743 MH 9006 MH 066 HH F 3855 S MH 706 MH 065 CARLSBAD-HARDINGWirecenter A2 A3 B2 B3 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") P i o P i c o P o l l y A d a i r Chinqua p i n Sym e Y v ette Hillview Acacia Ch e s t n u t Locust Palm Magnoli a Linm a r R o o s e v e l t Carlsba d Village Hibiscus Walnut Bassw o o dE x i t 5 0 Anchor Hemloc k 5 Oak Tamarac k Pine J e f f e r s o n H a r d i n g A d a m s Villag e Hi g h l a n d All e y M a d i s o n A1 A2 A3 B1 B2 B3 ³!(Poles #0 Remote Terminals "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: B3 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > > > 4' 214' 2 9 ' 3 5 ' 1 7 ' 2 0 ' 32' 3 3 ' 542' 31' 2' 20' 606' 2' 5'R 36' 1 6 8 ' 557'1 4 ' 680' 4 5 ' 5' 2 4 ' 1 5 ' 15 ' 7' 321' 7' 3 4 ' 6' 3 7 ' 18' 3 4 ' 13' 86' 2 5 ' 14 ' 5' 2 4 ' 20 ' 3' 1' 3' 8 3 ' 1 4 ' 3 5 ' 1 4 ' 250' 515' 5 2 ' 592' 10' 6 8 5 ' 1 1 5 ' 45' 4 7 ' 3' 4' 573' 4' 22' 25' 967' 13' 2 6 ' 23' 2' 3 9 ' 363' 3' 13 ' 5 6 ' 2' 2 1 ' 28' 5' 110' 6' 4' 3 5 ' 1 5 ' 283' 3 8 ' 83' 42' 2' 8' 12' 6 7 ' 6' 1 4 ' 7 1 ' 719' 1 5 ' 5' 19' 20' 19' 10' 7' 127' 3' 4' 30' 4 6 ' 227' 437' 1 2 ' 1 6 ' 1 2 ' 4 2 ' 4' 8' 6' 2'R 33' 31 ' 1' 41' 2 2 ' 8' 307' 2 1 ' 4 6 ' 6' 1 5 ' 1 4 ' 8' 2' 43' 15' 21' 3' 4' 23' 56 ' 2' 1 5 ' 4 6 ' 447' 1 5 ' 2 6 ' 6 3 ' 3' 2 0 ' 6 7 ' 1' 22' 1 4 ' 3' 20' 1' 37' 88' 4 6 ' 40' 191' 1 4 3 ' 3' R 3 4 ' 4 2 ' 4 6 ' 738' 2 5 ' 3 3 ' 9' R 1 4 ' 1 4 ' 100' 62' 1 5 ' 1 3 ' 12' 9' R 3' R 1' 2' 1 4 ' 6'23' 65' 8 2 . 5 ' REDW O O D TAMA R A C K A V E TAMA R A C K A V E 2 9 1 2 7 0 253 3 0 5 3 2 1 350 3 9 0 L 5 L 3 7 1 3 0 8 40 5 2 9 3 3 7 0 371 391 38 8 4 3 6 1 350 3 8 0 2 5 0 3 5 1 2 2 6 2 3 4 2 6 0 30 5 29 0 3 2 0 L 1 3 3 1 3 1 0 25 1 2 7 1 3 0 0 251 3 5 1 3805315 3 0 1 3 3 0 350 CARLSBAD Cente r l i n e R a i l r o a d C e n t e r l i n e 1 2 " H L I N E 1 0 2 6 15352-120340 15352-120330 15 3 4 5 - 1 2 0 3 3 5 15 3 6 0 - 1 2 0 3 3 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 3 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > 2 5 ' 651' 3 0 ' 11' 4' 2 0 ' 8' 27' 719' 3 1 ' 20' 606' 36' 4 4 ' 9 5 ' 3 0 8 ' 2' 2 4 3 ' 4' 3' 3' 12 ' 9' 5' 5' 3 0 ' 4' 3' 3 8 ' 2 1 1 ' 2 0 ' 2' 8' 2 2 ' 3' 4' 86' 4' 3' 21' 2 2 8 ' 24' 5' 3'5' 7' 3' 3'4' 4' 6' 26' 6' 2 7 ' 25 5 ' 27' 11' 9' 4' 7' 30' 10' 605' 5' 515' 5' 8' 592' 6 8 5 ' 45' 3' 15 ' 2 3 4 ' 28' 2 4 7 ' 2 ' 30' 3 1 ' 27' 51' 7' 1 3 ' 39 ' 2 7 0 ' 29' 9' 1 2 ' 5' 2 6 8 ' 29' 5' 43' 461'3 0 ' 582' 13' 3 5 ' 23' 3 9 ' 3 0 ' 13 ' 5' 33' 35' 27' 26' 35' 6' 2' 2 2 5 ' 2' 34' 5' 432' 586' 1 5 ' 6' 8' 3 5 ' 1 5 ' 3 8 ' 83' 2' 8' 4 1 ' 3' 1 4 ' 3' 1 6 1 ' 30' 3' 27' 2 4 4 ' 5' 19'10' 7' 6' 2 9 ' 31' 3 5 ' 2' 4 2 ' 1 3 4 ' 32' 22' 2' 3' 5' 19' 12 ' 25' 19' 1 0 ' 29' 1 1 ' 1 1 3 ' 13 ' 5' 4 1 ' 4 2 ' 18' 3' 162' 1 5 ' 620' 28' 24' 4' 26' 5' 5' 5' 3' 1 6 7 ' 18' 5' 24' 51' 5' 10' 2' 3' 4' 7' 69' 1 0 1 ' 2' 33' 1 5 ' 4 4 ' 84'5' 4' 1 8 9 ' 15' 14' 1 3 ' 11' 4' 21' 1 2 2 ' 1 9 6 ' 10' 8' 35' 10 9 ' 40'5' 3 0 ' 6' 1 5 ' 100' 1' 129' 2 3 0 ' 88' 1' 18 4 ' 5 1 2 ' 3' 30' 3' 1 8 ' 10'19' 6 0 ' 60' 105' 2'12' 32' 1 5 ' 23' 40' 100' 1' 1 3 ' 4 2 ' 5 0 ' 70' 33' 3 3 ' 3' N A U T I C A L N A S T I C A L A N C H O R W A Y H E M L O C K 460 33 0 3 8 6 391 34 5 3 8 5 3 5 0 3 8 1 3 3 5 3 6 0 305 320 3 6 4 3 5 5 L 1 L 3 3 8 0 5 3 1 5 3 3 0 3 6 7 370 CARLSBAD 1 2 " H L I N E 1 0 2 6 15352-120345 15352-120335 15 3 4 5 - 1 2 0 3 4 0 15 3 6 0 - 1 2 0 3 4 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 4 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > 3' 2' 6' 23' 4' 6 0 ' 4 4 ' 14' 9 5 ' 11' 7' 3 5 ' 3 4 ' 38' 2 7 ' 5' 151' 5' 5' 5 1 ' 4' 2 0 ' 35' 19' 19' 2 1 ' 1 9 ' 3' 3' 9' 12' 350' 29' 6' 8' 23' 1 5 ' 15' 30 ' 9' 5'5' 5' 4' 204' 4' 2 5 5 ' 3 6 ' 5' 206' 7' 3' 6' 1 9 ' 28' 5' 2' 51 ' 39' 5' 5' 4' 3' 51' 5' 1 3 ' 31 ' 8' 5' 2 6 8 ' 2 4 ' 19'22' 1 0 1 ' 67' 4 4 ' 35' 280' 5' 3' 1 1 ' 1 6 ' 7' 27' 5' 1' 1 0 ' 9 5 ' 2 1 ' 8' 29' 6' 2 0 1 ' 28' 2' 2' 34' 5' 6' 31' 42' 47' 3 9 ' 19' 7' 10' 20' 1 9 ' 4 1 ' 26' 12 ' 1 8 2 ' 35' 27' 2 4 4 ' 5 0 ' 5' 3' 670' 6 1 ' 2 9 ' 19' 175' 2 1 ' 33' 1 3 4 ' 5' 1 0 ' 36 ' 32' 2' 2' 4' 101' 19' 5' 5 1 ' 1 5 3 ' 160' 2 4 ' 29' 2' 21' 4 2 ' 1 8 ' 6' 4' 2 9 ' 13 ' 28' 24' 12' 4' 8' 5' 3' 1 6 7 ' 4' 5 7 ' 4' 45' 5 4 ' 3 4 ' 97' 24' 51' 5' 9 1 ' 7' 150' 14' 8 4 '5' 6' 1 8 9 ' 26 ' 1 1 ' 1 3 ' 31 ' 1 9 ' 7' 1 1 7 '5' 450' 6' 5' 5' 10' 34 ' 5' 4' 4' 1' 1 2 9 ' 2 3 0 ' 16' 232' 3' 88' 2' 51' 10 ' 13 ' 5 2 ' 1 8 ' 3' 54' 455' 6 0 ' 12' 6 0 ' 124' 5' 47' 23' 1 0 6 6 ' 4 2 ' 12 ' 1' 5' 33' 3' V I L L A G E C I R V I L L A G E CIR JUNIP E R A V E N A U T I C A L ANCHO R W A Y A N C H O R W A Y 635 460 3642 385 L 1 37 6 38 0 5 74 0 CARLSBAD JEFFERSONSCHOOL 1 2 " H L I N E 1 0 2 6 15352-120350 15352-120340 15 3 4 5 - 1 2 0 3 4 5 15 3 6 0 - 1 2 0 3 4 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 4 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 $+A Ù > > 7' 2 1 ' 28' 5' 2 8 ' 5' 116' 4 7 ' 10 ' 9' 2' 200' 1 3 ' 8' 10' 41' 3 2 ' 286' 1 5 ' 2 8 ' 2 4 ' 5' 3' 2 0 ' 1 2 8 ' 2 5 ' 3' 1 5 ' 1 0 ' 3' 208' 7' 3 2 ' 53' 10 ' 68' 31' 48' 14' 3' 53' 1 8 ' 247' 1' 1 9 ' 9' 3' 1' 15'1 2 ' 334' 419' 82' 6 5 ' 49' 2' 7' 16' 6' 151' 5' 3 1 ' 3 2 ' 226' 1 5 ' 6' 34' 6' 20' 1' 2 0 0 ' 2 6 ' 7' 1 0 ' 3 2 ' 63' 1 3 ' 2 5 ' 1 6 2 ' 27' 40' 201' 2 8 ' 5' 20' 4' 40' 7' 205' 9' 3 5 ' 1 9 3 ' 2 8 ' 1 2 1 ' 1 0 ' 1 9 ' 5' 3 5 ' 3 2 ' 4' 2 1 ' 6 8 ' 45' 17' 40' 4' 2 8 ' 11' 15' 53' 124' 4' 2' 1 6 ' 3 2 ' 4 8 ' 18' 2 7 ' 20'3' 1 8 6 ' 28' 173' 19' 28' 6' 3 3 ' 1' 2 3 ' 8 0 ' 5 2 ' 2 8 ' 27' 3 2 ' 2 8 ' 80' 8' 88' 8 0 ' 4 0 0 ' 2 8 '53' 250' 12' 8'2' R 137' 30' 3 2 ' 16' 2' R 7' 8' 73' 3 2 ' 171' 30' 2 8 ' 80' 4 0 ' 9 8 ' 33' 5 2 ' 12' 473' 182' 12' 1 5 ' 4 3 ' 109' 4 8 ' 8 0 ' 20' 9' 12' 1' 30' 27' 27' 53' 2' 1 ' 1 1 53' 2 1 8 ' 3' 1 1 ' 1 4 ' 3' CHES T N U T A V E LI N C O L N S T WALN U T W A S H I N G T O N 3254 3 2 0 357 32 8 3 3390 3 5 0 3 2 8 6 315 362 3364 3 3 0 3360 337 3340 3 3 5 5 3 2 0 3375 3 4 0 3360 3 6 0 3 4 0 CARLSBAD 1 2 " H L I N E 1 0 2 6 15337-120360 15337-120350 15 3 3 0 - 1 2 0 3 5 5 15 3 4 5 - 1 2 0 3 5 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 7 - 1 2 0 3 5 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > 1' 11 ' 8' 4 7 '200' 3 6 ' 1 1 ' 2 4 ' 5 5 ' 8' 3' 3' 12' 2' 102' 6' 3' 53' 40' 3'9' 3' 75' 6' 1 8 ' 247' 1' 5' 61' 3 5 ' 5' 2' 2' 5' 4 0 ' 11' 5 5 ' 8' 1 1 3 ' 194' 1' 19' 375' 6' 9' 5 6 ' 2 8 ' 27' 2 0 1 ' 8' 140' 23' 37' 205' 3 5 ' 2 8 ' 17' 103' 18' 4' 3 3 ' 3' 4' 5' 6' 18' 4' 2 2 ' 1 8 ' 119' 259' 7 8 ' 2' 5 5 ' 2 8 ' 100' 88' 4 0 0 ' 2' 30' 72' 7' 2 5 ' 21' 12' 100' 2 5 ' 12' 4 0 ' 2' 109' 100' 3'2' 12'100' 1 0 6 ' 5 5 ' 88' 21' 137' 30' 2 5 ' 4' W A S H I N G T O N WALNU T PINE A V E 3244 3254 320 3 7 0 3 3 0 5 355 315 L 13 3 1 7 362 320 3 4 0 3 2 3 5 3 4 9 336 33 2 7 CARLSBAD 1 2 " H L I N E 1 0 2 6 15337-120365 15337-120355 15 3 3 0 - 1 2 0 3 6 0 15 3 4 5 - 1 2 0 3 6 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 7 - 1 2 0 3 6 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 2' 7 0 ' 8' 3' 24' 1 0 2 ' 8' 1 8 ' 6 9 ' 53' 3'9' 26' 6' 64' 9 0 ' 32' 27' 5' 2' 33' 13' 4 0 ' 11' 8' 5' 4 8 ' 2 6 ' 12' 1' 53' 3' 23' 61' 68' 13' 8 5 ' 18' 4' 3' 19' 10' 71' 1 6 ' 5' 9' 259' 24 ' 2' 10' 27'100' 7 3 ' 5 4 ' 10' 30' 10' 76' 100' 30' 27' 88' 12'100' 30' 64' 100' 12' 88' 2 7 2 ' 3 0 ' 8 0 ' 3 0 ' 3' OAK A V E PINE A V E T Y L E R 399 L 3 3161 3176 3 8 1 L 13 3177 3155 3215 3179 L 2 3147 3163 3 9 1 L 2 37 1 3135 50 7 3235 3 9 3 3 3 6 505 3195 CARLSBAD 1 2 " H L I N E 1 0 2 6 15337-120370 15337-120360 15 3 3 0 - 1 2 0 3 6 5 15 3 4 5 - 1 2 0 3 6 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 7 - 1 2 0 3 6 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > 29' 2 0 ' 5 8 ' 2' 124' 9' 2 2 1 ' 3' 48' 7' 3 6 2 ' 2' 46' 4 1 ' 16' 2 5 3 ' 5' 24' 93' 27' 2 2 0 ' 7 0 ' 4' 22' 3' 32' 63' 13' 8' 1 8 4 ' 3' 1' 1 0 ' 19' 53' 27' 2 2 9 ' 1' 12' 7' 3' 6 4 ' 3 7 ' 2 0 3 ' 11' 1' 2 0 3 ' 1 3 ' 11' 16 ' 1' 9 0 ' 17' 2 4 ' 27' 89' 1 1 ' 3 6 ' 3' 27' 1 1 7 ' 27' 27' 50' 35' 1 9 8 ' 2 2 6 ' 2' 33' 1' 13' 2' 1 7 1 ' 14' 24' 3' 2' 5' 5' 8' 48' 1 0 ' 2 6 ' 12' 5 8 ' 6' 5 8 ' 10' 44' 53' 4 5 ' 53' 1 7 2 ' 53' 9' 1 5 ' 6' 6 1 ' 1 1 1 ' 4 2 ' 2' 7' 68' 4' 10' 2 9 ' 44' 27' 2 4 4 ' 3' 1 6 2 ' 116' 7' 9 8 ' 14' 9' 3 2 ' 8' 27' 57' 3' 7' 16 ' 3' 1 1 7 ' 1' 48' 4' 3' 7 3 ' 44' 3' 13' 1 7 ' 1 0 ' 53' 27' 1 0 4 ' 122' 60' 100' 12' 53' 53' 60' 2 1 4 ' 71' 1 9 ' 2'R 10' 8 0 ' 8 0 ' 1 5 ' 80' 3' R 1 5 ' 3' 1 9 ' 4' 2 2 ' 30' 60' 1 5 ' 10' 12' 48' 6 1 ' 48' 4 1 ' 86' 5 8 ' 27' 4 0 0 ' 6 2 ' 4 0 0 ' 4' R 10' 150' 2'R 2 2 ' 5 7 ' 4' R 60' 8' 3' R 6 5 ' 150' 9 2 ' 2' 2 7 2 ' 27' 1 0 ' 4' CARL S B A D V I L L A G E D R OAK A V E OAK A V E T Y L E R T Y L E R S T A T E S T R O O S E V E L T S T 39 9 L 6 3138 41 7 4 5 7 5 0 5 3045 L 12 3095 5 3 9 561 L 24 3067 3115 3177 31 5 0 3085 3060 3155 3025 3091 L 2 3147 3163 L 13 L 2 3096 L 3 1 , 3 2 5 2 5 3135 3135 3110 3044 3060 3055 505 3081 CARLSBAD 15337-120375 15337-120365 15 3 3 0 - 1 2 0 3 7 0 15 3 4 5 - 1 2 0 3 7 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 7 - 1 2 0 3 7 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 16' 16' 4' 1 3 2 ' 2' 124' 1 5 ' 1' 16' 87' 30' 20 ' 4' 4' 9' 100' 63' 6' 29' 3' 23' 60' 1 8 4 ' 1' 263' 42' 1 5 3 ' 51' 75' 1 3 ' 3' 6 8 ' 3' 6' 2' 1 2 6 ' 2 0 3 ' 11' 2 0 3 ' 1' 3'1 1 ' 69' 16' 4' 1 0 3 ' 89' 44'2 0 9 ' 27' 94' 1' 6' 3' 29'2 1 1 ' 2' 5' 83' 32' 10' 53' 8' 22' 59' 3' 58' 4' 1 7 3 ' 16' 41' 9' 5 1 ' 1 5 ' 7' 3' 2' 46' 3' 8' 2 1 3 ' 9 7 ' 75' 37' 8' 2' 21' 5' 1' 3 2 ' 4 9 ' 1 5 0 ' 17' 7' 1 2 ' 1 3 0 ' 1 0 9 ' 4' 16' 2' 8 6 ' 3' 13' 53' 1' 7' 47' 22' 58' 60' 3' 139' 80' 60' 30' 3' 6 2 ' 52' 22' 6 4 ' 80' 3' R 1 5 ' 1 5 ' 22' 1 5 ' 10' 1' 8 6 ' 53' 9 6 ' 6 2 ' 1' 140' 27'1 8 ' 1 5 ' 3' 1 5 ' 3 8 9 ' 4' R 10' 150' 20' 4 8 ' 50' 6 6 ' 301' 50' 4' R 6' 14' 1 1 9 ' 30' 1 5 ' 30' 27' 97' 30' 3' R 6 5 ' 150' 6 6 ' 4 0 0 ' 30' 58' CARL S B A D V I L L A G E D R CARLS B A D V I L L A G E D R R O O S E V E L T S T R O O S E V E L T S T M A D I S O N S T T Y L E R T Y L E R S T 555 2965 2963 660 3055 74 5 570 L 4 3045 2968 2978 560 539 5 6 1 675 2972 2956 3060 L 12 3025 710 2933 2998 L 11 2936 6 9 0 L 22 L 31,32 2956 525 2922 563 L 29 2946 2960 2921 2992 6 4 5 3081 CARLSBAD 15337-120380 15337-120370 15 3 3 0 - 1 2 0 3 7 5 15 3 4 5 - 1 2 0 3 7 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 7 - 1 2 0 3 7 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 1 5 ' 226' 7 0 ' 3' 3' 1 0 6 ' 8' 30' 5' 3 0 ' 4 5 ' 2 6 3 ' 4' 9' 1 3 ' 25' 6' 15' 3' 152' 2 5 ' 2 0 3 ' 4' 10' 7 0 ' 52' 30' 11' 48' 19' 37' 1 7 8 ' 4' 3' 130' 2' 1 4 ' 10' 1 7 ' 3 0 ' 29' 4' 4 6 ' 4 5 ' 75' 48' 81' 5 5 ' 18' 30' 1 7 3 ' 5 5 ' 33 4 ' 181' 2' 48' 35' 45' 2 5 ' 1 4 ' 55' 3 0 ' 130' 22' 5' 6 1 ' 48' 50' 75' 8' 3 0 ' 4 9 ' 42' 2 5 ' 2 1 ' 50' 42' 1' 160' 45' 50' 3 0 ' 7 0 ' 58' 4' 30' 2 5 ' 2 1 ' 6 9 ' 3 0 4 ' 2' 48' 50' 9' 7 0 ' 1 1 7 ' 128' 6' 2 5 ' 1 2 3 ' 209' 7 5 ' GRAN D A V E GRAN D A V E R O O S E V E L T S T M A D I S O N S T M A D I S O N S T J E F F E R S O N S T 555 28 0 8 640 2963 77 0 L 19 2840 2959 2975 699 7 1 0 7 8 5 2 9 5 8 L 12 7 5 2 756 7 1 0 L 11 2936 2820 2937 786 2943 2922 L 29 29 1 0 645 2945 725 CARLSBAD 15337-120385 15337-120375 15 3 3 0 - 1 2 0 3 8 0 15 3 4 5 - 1 2 0 3 8 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 7 - 1 2 0 3 8 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 $+A > 1 1 3 ' 25' 7 1 '10' 38' 2 4 ' 36' 2 8 8 ' 2 2 6 ' 13' 3' 28' 8' 198' 10 ' 3' 18' 10' 2 8 ' 30' 40' 3' 10' 34' 8 6 ' 25' 16' 2' 34' 3 7 ' 1 8 9 ' 25' 10' 15' 2 5 9 ' 55' 152' 2 5 ' 1 0 8 ' 18'6' 1 4 ' 3' 35' 85' 5' 1' 4 5 ' 10' 8' 52' 3' 36' 4 3 ' 2' 3 ' 3 0 ' 5' 16'2' 12' 133' 7' 2 7 2 ' 151' 9' 38' 1'44' 56' 13' 3' 6' 4' 3' 130' 55' 3 9 ' 55' 1 1 ' 7' 95' 1 1 1 ' 6' 49' 118' 10' 3' 4' 4 5 ' 1 5 ' 1' 23' 16' 7' 3 9 ' 18' 2 4 ' 18' 2' 3 4 ' 42' 8' 4' 10' 33' 22' 9'4 9 ' 6' 3' 3 4 ' 1' 3 3 4 ' 135' 37' 3' 4' 1 7 0 ' 1 4 7 ' 24' 5 2 ' 2 0 6 ' 36' 18' 55' 2 0 ' 6' 216' 7' 16' 3'36' 75' 8' 18' 2' 12'1' 70' 2 0 ' 2 1 ' 1 4 2 ' 4 3 ' 1' 1 3 8 ' 2' 1' 2 8 ' 2 6 ' 3' 2' 4 2 ' 6 3 ' 55' 4 2 ' 341' 2' 2' 1' 1 0 5 ' 212' 2 9 8 ' 25' 2' 5' 2 9 ' 2 2 ' 9' 49' 8' 2 5 ' 2' 1' 42' 2 5 ' 1 2 3 ' 1 4 ' 3 9 ' 186' 3 9 ' 5' 2' J E F F E R S O N S T J E F F E R S O N S T M A D I S O N S T HOME GRAN D A V E ARBU C K L E 2772 2808 8 4 9 2840 7 2 5 2801 2 8 4 8 750 2770 2774 7 1 5 2755 752 2782 7 5 6 2788 7 2 2 7 5 2 2790 2810 2820 7 8 6 874 80 0 2736 2777 2879 810 88 5 29 1 0 2785 2815 2865 2892 CARLSBAD USPSCARLSBAD 15337-120390 15337-120380 15 3 3 0 - 1 2 0 3 8 5 15 3 4 5 - 1 2 0 3 8 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 7 - 1 2 0 3 8 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 1 9 ' 6' 6 7 0 ' 3' 2' 510' 23' 6' 2 7 ' 2 8 5 ' 265' 1 9 ' 111' 9' 4' 18' 5 0 ' 7' 9' 4' 22' 2 2 ' 40 ' 2' 19' 14' 24' 4' 8' 13' 6' 19' 22' 1 0 ' 1 9 ' 14' 4' 28' 1 2 0 ' 11' 2 4 0 ' 9' 5' 2' 2 1 ' 4' 50 ' 186' 7' 2 2 ' 15 ' 9' 11' 1 1 9 ' 3 5 2 ' 17' 19' 15' 1 9 ' 2 5 ' 25' 78' 45' 5' 7' 53' 2 1 ' 4' 21' 35' 1 2 5 ' 1 3 ' 2 4 ' 6 7 ' 9' 4 4 ' 22' 5 0 ' 9 1 ' 7' 4' 4' 5' 44' 2 2 ' 1 4 ' 1 1 ' 8' 178' 34' 5' 22' 4' 18 ' 42 ' 5 0 ' 6' 6' 23' 6' 10' 5 1 5 ' 4 1 4 ' 63' 41' 3 8 ' 34 ' 5' 1 5 7 ' 18' 1 8 7 ' 40 ' 42 ' 187'18' 260' 6' V I L L A G E C I R VILLA G E C I R MAGNOLIA AVE VILLA G E CI R VILLAGE CIR VI L L A G E C I R 6 3 5 3573 3642 69 5 6 7 3 L 1 CARLSBAD 15352-120355 15352-120345 15 3 4 5 - 1 2 0 3 5 0 15 3 6 0 - 1 2 0 3 5 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 5 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > 52' 6' 1 1 ' 26' 8' 6' 2' 4' 1 2 ' 2' 11' 27' 1 0 5 ' 7 5 ' 1 4 6 ' 28' 8' 3' 1 3 6 ' 3 6 ' 2 1 5 ' 2' 24 ' 6' 4 5 9 ' 48' 39' 4' 4' 3 6 7 ' 18 ' 35 ' 22' 5 3 ' 28' 58' 22' 35' 23' 24' 2 4 5 ' 3' 3 8 ' 7' 4' 2' 3 9 ' 48' 3 6 7 ' 4' 40 ' 1 2 ' 4' 2 0 3 ' 9 4 ' 58' 58' 58' 58' 59 ' 28' 5' 2 3 ' 30' 1 9 ' 51' 51' 2' 34' 5' 28' 10' 20' 9' 20' 2 6 3 ' 23' 33'8' 50 ' 48' 4' 5 7 3 ' 51' 15 ' 7' 22' 22' 22' 58' 2 1 7 ' 24' 17' 26' 1 9 7 ' 2' 53' 8 4 ' 8' 3 0 7 ' 4 0 8 ' 1 9 ' 1 9 ' 25' 78' 4 7 ' 68' 4' 58' 1 4 2 ' 8' 37' 22' 1' 45' 1 7 9 ' 21' 3 3 ' 5' 42' 4 5 1 ' 26' 6 3 7 ' 28' 11' 22' 1 0 2 ' 5 0 ' 52' 90' 2' 20' 2 4 3 ' 2 2 ' 30' 9' 37' 4 8 3 ' 44' 49' 34' 22' 9' 58' 30' 35' 1 6 ' 178' 12' 1 4 8 ' 22' 30' 5' 76' 6 6 7 ' 42 ' 22' 77' 5 0 ' 25' 23' 51' 6' 4 2 5 ' 10 ' 40' 24' 34 ' 30' 18 ' 22' 58' 29' 40 ' 42 ' 187'18 ' 8 0 ' 260' 81' 8' 6' 3' VILLA G E C I R R O O S E V E L T S T MAGNOLIA AVE M A D I S O N S T PALM A V E 3482 3455 3500 3537 765 3515 3573 3478 3594 3495 630 3540 3642 3484 3510 3536 3515 3575 77 0 3461 3535 3526 3442 3557 7 5 5 34 7 5 3480 3545 3475 3485 3470 3565 3516 3536 3546 3572 35 8 0 3430 CARLSBAD 15352-120360 15352-120350 15 3 4 5 - 1 2 0 3 5 5 15 3 6 0 - 1 2 0 3 5 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 5 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > 52' 14' 3' 8' 11 ' 2 4 7 ' 58' 33' 1 5 4 ' 24' 2 0 7 ' 11' 46' 1 3 6 ' 22' 2' 22' 22' 4' 35' 1 8 7 ' 3 6 7 ' 22' 27' 32' 1 4 7 ' 40' 9' 1 5 ' 3 5 ' 17 ' 24' 7' 4 3 ' 32' 4' 4' 1 4 7 ' 2' 1 6 1 ' 3 6 ' 9' 2 9 2 ' 22' 1 6 ' 3 7 ' 8 4 ' 22' 4' 4' 22' 12' 33' 12' 9' 18' 1' 9' 5' 2' 33'8' 1 4 7 ' 22' 29' 31' 2 2 2 ' 29 ' 7' 22' 2' 2' 9' 2' 1 6 ' 53' 48' 8 8 ' 22' 2' 58' 1' 58' 3 0 0 ' 131' 6 8 ' 15' 9' 9' 61' 5' 1 5 ' 1 7 9 ' 18' 1' 5' 22' 22' 1 2 ' 12' 58' 33' 2' 67' 52' 9 0 ' 1 9 6 ' 20' 32' 231' 22' 16' 5 7 ' 2' 17' 38' 58' 33' 9' 22' 22' 2 4 7 ' 2 6 ' 1 2 ' 58' 3' 9' 6' 9' 5 4 ' 325' 2 6 ' 13' 80' 22' 4 0 0 ' 2 6 ' 58' 2 6 ' 58' 3 3 1 ' 117' 80' 26' 17' 3 3 ' 4 0 0 ' 54 ' 1 8 ' PALM A V E M A D I S O N S T M A D I S O N S T CHES T N U T A V E J E F F E R S O N S T 661 3443 3455 3435 3471 765 3331 3380 3454 L 6 3420 3396 3 4 0 5 3463 63 0 635 3357 3354 3461 3434 3446 7 5 5 3447 786 775 3391 3442 3422 3468 3429 L 31 3367 3421 3366 3475 3408 3470 3345 3 4 1 8 3430 3429 3447 CARLSBAD CONTINUATIONHIGH SCHOOL CHASEFIELD CARLSBADELEMENTARYSCHOOL 15352-120365 15352-120355 15 3 4 5 - 1 2 0 3 6 0 15 3 6 0 - 1 2 0 3 6 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 6 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > 22' 14' 3' 8 2 ' 3' 7 8 ' 22' 22' 58' 2' 1 7 ' 24' 3 6 ' 22' 22'5' 2' 8' 9' 44' 19' 31' 1 1 7 ' 1' 1 5 3 ' 20' 5' 15' 1 9 6 ' 6' 2 3 1 ' 2 6 ' 13' 80' 18' 80' 333' 3' 4 0 0 ' 2 6 ' 25' 2 9 ' 8 0 ' 2 5 ' 5 5 ' 26' 17' 3 3 ' 5 4 ' 1' CHES T N U T A V E WALN U T M A D I S O N S T H A R D I N G S T CHES T N U T A V E 3292 3331 3380 33 2 3 3340 3354 33 6 8 3322 32 7 0 3306 3366 3380 CARLSBAD CONTINUATIONHIGH SCHOOL CHASEFIELD CARLSBADELEMENTARYSCHOOL PINEAVENUESCHOOL 15352-120370 15352-120360 15 3 4 5 - 1 2 0 3 6 5 15 3 6 0 - 1 2 0 3 6 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 6 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > > > > > 4' 168' 49' 3 9 ' 3 2 ' 49' 1 0 3 ' 2 8 1 ' 1' 4 3 8 ' 3 2 ' 1 2 ' 1 1 '30' 7' 2' 61' 23' 21' 49' 9' 16 ' 4' 4' 26' 58' 32' 1 8 6 ' 16 ' 44' 20' 1 7 ' 2' 9' 12' 49' 2 1 3 ' 20' 2 1 ' 50' 17' 1 0 ' 22' 1 1 8 ' 3' 4 3 4 ' 1 2 ' 2' 80' 50' 3' 140' 20' 80' 5 9 3 ' 48' 228' 140' 8 0 ' 80' 18' 1 2 ' 1 2 ' 1 2 ' PINE A V E H A R D I N G S T H A R D I N G S T 3210 3222 3244 3350 945 3330 33 6 8 3266 3316 3175 CARLSBAD CARLSBADCOMMUNITYCHURCH CARLSBADELEMENTARYSCHOOL PINEAVENUESCHOOL 15352-120375 15352-120365 15 3 4 5 - 1 2 0 3 7 0 15 3 6 0 - 1 2 0 3 7 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 7 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > 3 4 4 ' 168' 1 7 0 ' 1' 3 2 ' 8 7 ' 2 3 ' 4 8 ' 4' 1 5 ' 12' 3 3 ' 9' 2' 2' 1 0 3 ' 10' 46' 8' 473' 1' 45' 7' 190' 4 8 ' 9' 67' 29' 9 0 ' 33' 108' 2 8 ' 3 0 ' 3 0 ' 3 1 ' 4' 1 3 ' 30' 5 3 ' 50' 23' 1 5 3 ' 27' 50' 159' 264' 2' 3' 1 1 9 ' 6 3 ' 50' 1 7 ' 1 4 0 ' 50' 2 1 4 ' 37' 7 2 ' 92' 4 8 ' 9' 13' 208' 245' 341' 3 2 ' 2 8 ' 9' 160' 3 2 ' 2 8 ' 2' 31'4' 13' 2'R 1 1 8 ' 37' 2' 10' 3 2 ' 1 6 ' 1' 1 9 ' 1' 340' 4 8 ' 9' 3' 4 8 ' 2' 53' 51' 2 3 1 ' 80' 56' 1 8 9 ' 80' 1 8 9 ' 170' 3 0 ' 1' 17 ' 4' 24' 5 0 ' 29' 3 0 ' 103' 4 8 ' 52' 140' 8 0 ' 1' 9' PINE A V E PINE A V E OAK A V E H A R D I N G S T H A R D I N G S T H A R D I N G S T 8 9 7 L 1 9 4 7 3210 938 3222 3244 9 2 6 9 5 2 9 8 2 99 1 9 4 5 951 3156 3166 9 4 1 9 7 4 9 8 3 1 0 2 2 3266 L 1 3175 9 0 6 9 3 1 9 9 6 1 0 2 8 CARLSBAD CARLSBADCOMMUNITYCHURCH 15352-120380 15352-120370 15 3 4 5 - 1 2 0 3 7 5 15 3 6 0 - 1 2 0 3 7 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 7 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 10' 6' 8 7 ' 3 7 ' 33' 3 6 ' 5 0 ' 550' 3 1 ' 2' 3 7 ' 3 9 ' 1' 3 7 ' 31 ' 6 7 ' 385' 242' 3 5 ' 3 4 ' 6' 5 3 ' 5 0 ' 3 7 ' 50' 50' 6' 3 7 ' 9' 38 ' 3 5 ' 2' 160' 1 7 ' 385' 498' 2 0 ' 270'90' 10' 3 7 ' 315' 333' 3 7 ' 446' 1 0 6 ' 53' 56' 52' 598' 24' 52' 575' OAK A V E I N T E R S T A T E 5 901 L 6 L 1 9 4 7 3 0 4 2 9 6 53096 9 5 1 9 8 5 9 4 1 1022 L 1 931 1028 CARLSBAD CARLSBADCOMMUNITYCHURCH 15352-120385 15352-120375 15 3 4 5 - 1 2 0 3 8 0 15 3 6 0 - 1 2 0 3 8 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 8 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 10' 5' 32' 6 2 ' 10' 76' 91 ' 385' 20' 25' 9' 6'17' 9' 52' 398' 270' 334' 5 2 ' 90' 1 0 6 ' 2' 8 0 ' 6 2 ' 5 2 ' 598' 2 8 ' CARL S B A D V I L L A G E D R CARL S B A D V I L L A G E D R I N T E R S T A T E 5 1089 11 4 5 29 4 4 CARLSBAD MOTEL 6OPERATING LP 15352-120390 15352-120380 15 3 4 5 - 1 2 0 3 8 5 15 3 6 0 - 1 2 0 3 8 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 5 2 - 1 2 0 3 8 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 1 5 ' 4' 2' 205' 1 5 ' 147' 50' 40' 1 3 4 ' 40' 1 8 4 ' 9' 1 5 ' 3 5 ' 14' 2 0 ' 13' 12' 1 9 ' 2' 1 7 ' 84' 7' 18 ' 335' 3 2 ' 3' 3 2 ' 19' 23' 3 5 ' 20' 6' 4' 1 6 ' 2 4 ' 41' 18' 20' 209' 5' 55' 54' 1 6 0 ' 8' 40' 4' 54' 3' 2' 58' 55' 153' 1 3 ' 84' 4 8 ' 8'33' 73' 20' 1 5 ' 33 ' 9' 61' 1 5 ' 2 4 ' 2 3 ' 2 6 ' 3' 3 7 6 ' 8' 1 5 ' 4' 130' 1 5 ' 24'2' 2 3 ' 12' 1 0 ' 3' 16' 4' 8 3 ' 1 9 ' 1 8 5 ' 30' 9' 3 5 ' 3 5 ' 7' 22' 7' 1 5 ' 10' 25' 2 0 1 ' 231' 326' 20' 326' 400' 400' 55' 117' 8 0 ' 3 5 ' 1 5 ' 1 5 ' 20' 4 5 ' 132' 1 5 ' 20' 9' 5' 2 4 ' 6 9 9 ' PALM A V E PALM A V E I N T E R S T A T E 5 J E F F E R S O N S T H A R D I N G S T H A R D I N G S T AVOCA D O L N 76 5 3535 9 2 0 3630 9 1 0 3 5 9 3 770 825 3512 9 3 0 3568 775 790 8 1 0 863 3460 3482 8 2 0 8 6 0 8 4 0 8 8 0 3606 9 4 0 CARLSBAD CHASEFIELD 15360-120365 15360-120355 15 3 5 2 - 1 2 0 3 6 0 15 3 6 7 - 1 2 0 3 6 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 0 - 1 2 0 3 6 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > 1 5 ' 5' 17' 4' 1' 3 2 ' 1 6 ' 57' 150' 4' 23'6'3' 5' 3' 12' 7' 1 7 ' 5' 1 0 ' 5' 58' 15'2' 8' 10 ' 1 3 ' 30' 56' 9' 54' 5' 185' 3' 8' 4' 5'4' 6 8 ' 54' 2'4' 2' 5 5 ' 8' 1 5 5 ' 4' 14 ' 11'9'6' 4' 7' 4' 13' 24' 2' 5 3 ' 3' 5' 8' 4' 47' 6' 58' 7' 18' 3 2 ' 54' 2 3 1 ' 3' 4' 5 6 ' 83' 55' 2 4 ' 9 1 ' 23'38' 25' 2 8 '100' 132' 2 2 ' 26' 10' 1 0 0 ' 1' 9' I N T E R S T A T E 5 CHES T N U T A V E C H E S T N U T A V E C H E S T N U T AVE H A R D I N G S T P I O P I C O D R 3512 3368 3460 3482 10 1 5 3450 3410 35 7 0 910 3380 945 9 4 0 CARLSBAD BRIERLYFIELD CHASEFIELD CARLSBADELEMENTARYSCHOOL 15360-120370 15360-120360 15 3 5 2 - 1 2 0 3 6 5 15 3 6 7 - 1 2 0 3 6 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 0 - 1 2 0 3 6 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > >> > > > 11' 1 1 7 ' 38 9 ' 9' 19' 12' 515' 2' 6' 3 9 ' 2' 3 3 '61' 40' 42' 25 9 ' 9' 39 ' 53' 67' 1 1 8 ' 7' 42' 12' 2 9 9 ' 9' 3' 8' 15 6 ' 54' 3 4 ' 4' 21' 83' 2 3 ' 20' 38' 4' 48 ' 18' 14 ' 8' 3 3 ' 1 4 ' 228' 60' 1 0 0 ' 142' 18' 1 2 ' 1 2 ' 9' 1 2 ' 1 1 ' 2' 8' P I O P I C O D R I N T E R S T A T E 5 EU R E K A P L CHESTNUT AVE EU R E K A 10 4 2 3350 3333 9 9 1 33 3 4 3330 3368 L 161 33 7 4 32 6 6 3316 3380 33 6 8 CARLSBAD HOLIDAYPARK 15360-120375 15360-120365 15 3 5 2 - 1 2 0 3 7 0 15 3 6 7 - 1 2 0 3 7 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 0 - 1 2 0 3 7 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 7 8 ' 22' 1 3 ' 4 0 ' 1' 4 3 ' 2' 2' 4' 526' 1 6 ' 2' 5'2 6 ' 2 5 1 ' 251' 307' 423' 4 3 ' 2 0 ' 35' 2 1 ' 40' 217' 4' 74' 4' 4 3 ' 88' 9' 2 4 7 ' 9' 7 8 ' 55' 1 0 ' 15' 478' 495' 1 9 ' 586' 28' 97' 8 8 ' 19'22' 329' 483' 5' 8' 2' 605' 47' 4' 5' 3 2 ' 9' 1 7 ' 19'17' 2' 6 1 ' 1 3 ' 1 0 4 ' 4 3 ' 545' 1 5 3 ' 21' 4 2 ' 1 8 ' 286' 416' 9 1 ' 1 7 ' 7 8 ' 118' 4 3 ' 48' 2 3 ' 59' 1 7 ' 3' 43' 1 3 2 ' 1 8 ' 49' 23' 6 0 ' 649' 38' 23' 1 7 ' 47' 4 2 ' ACAC I A 330 35 2 6 3540 2 8 2 3570 2 9 5 3560 315 3 7 5 25 2 312 346 2 7 0 3 5 1 3 1 8 2 7 1 2 8 1 258 3 4 2 L 1 3588 3 7 6 2 4 5 CARLSBAD 1 2 " H L I N E 1 0 2 6 15345-120350 15345-120340 15 3 3 7 - 1 2 0 3 4 5 15 3 5 2 - 1 2 0 3 4 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 4 5 - 1 2 0 3 4 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 12 ' 2'526' 35' 5'2 6 ' 68' 25'10' 23' 4' 7' 4 3 ' 1 7 ' 1 2 ' 88' 4'6' 1 7 ' 55 ' 1 1 0 ' 6' 1 0 ' 478' 7' 1 9 ' 5 9 ' 139' 586' 4' 28' 1 7 ' 6 1 ' 6' 19' 22' 5' 90' 2' 4' 93' 1 7 ' 1 9 ' 2' 1 9 ' 1 7 ' 2' 1 7 1 ' 1 2 ' 9' 2' 1 3 ' 4 3 ' 545' 2' 16' 5' 4' 53' 4 6 ' 2 1 ' 5' 1 7 ' 2' 14' 8' 1 1 8 ' 77' 69' 88' 2 3 ' 59' 1 7 ' 37' 8' 4 3 ' 6 0 ' 88' 29 ' 1 8 ' 12' 49' 23' 3' 12' 150' 37' 18' 1 4 ' 38' 3' 25 ' 25' 4 7 ' 2' 48' 6 0 ' A C A CIA VILL A G E CIR V I L L A G E C I R 35 7 3 5 4 3 7 6 L 1 3515 3573 36 4 2 375 31 2 3 4 6 351 L 1 3 8 0 CARLSBAD 1 2 " H L I N E 1 0 2 6 15345-120355 15345-120345 15 3 3 7 - 1 2 0 3 5 0 15 3 5 2 - 1 2 0 3 5 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 4 5 - 1 2 0 3 5 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 $+T > > > > > 3 0 ' 105' 1 6 ' 30' 6 8 ' 52' 6' 1 1 ' 26' 4 4 ' 9'4' 2 9 ' 4' 71' 11' 30' 1 4 6 ' 28' 8' 3' 1 3 6 ' 419' 5 0 ' 7' 36' 2' 2' 49' 2 0 ' 4' 24' 2 4 5 ' 3' 3 8 ' 273' 1 2 '211' 20' 45' 123' 12' 8' 2 4 ' 59 ' 28' 5' 2 5 ' 10' 81' 3 0 ' 37' 2' 33' 193' 5' 11 '5' 11 ' 1' 1 2 ' 1 9 7 ' 2' 53' 4 8 ' 66' 3 0 ' 3' 63' 45' 1' 169' 128' 6' 3 0 ' 9' 52' 90' 2' 8 0 ' 3 6 ' 80' 3 2 ' 61' 150' 77' 30' 47 ' 3' 1 7 ' 3 0 ' 1 7 1 ' 2 1 ' 8 9 ' 88' 37' 5 0 ' 4 8 ' 9' 5 0 ' 1 2 3 ' 6 8 ' 10' 5' 1 6 ' 29' 150' 40' 30' 12' 5 0 ' 380' 48' 5' 4 0 ' 30' 5 0 ' 81' 4'6' 6' 23' 4' CHES T N U T A V E R O O S E V E L T S T W A S H I N G T O N 357 3363 4 5 2 L 1 3435 3445 3515 3573 4 6 6 4 4 5 525 L 19 3 4 7 5 3395 4 7 5 L 11 4 4 2 411 CARLSBAD 1 2 " H L I N E 1 0 2 6 15345-120360 15345-120350 15 3 3 7 - 1 2 0 3 5 5 15 3 5 2 - 1 2 0 3 5 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 4 5 - 1 2 0 3 5 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 $+T 73' 4 8 ' 13' 3 0 ' 2 4 ' 13' 3 0 ' 27' 6 7 ' 1 7 ' 24' 8' 1 3 ' 43' 6' 52' 14' 3' 3' 13' 1 6 9 ' 1' 27' 1 8 0 ' 2 9 ' 5' 24' 7' 18' 18' 17' 46' 1 3 6 ' 4' 6 0 ' 3' 25' 18' 6' 29' 10' 21 ' 4 9 ' 56' 3' 2 0 ' 9 7 ' 17 ' 24' 10' 11' 1 4 0 ' 40' 5 7 '24' 10' 56' 31' 23' 1 0 2 ' 3' 3 7 ' 2 7 ' 4' 9' 81' 25' 3 0 ' 20' 4 3 ' 62' 25' 1 7 1 ' 6' 1 1 ' 9' 5' 2' 33' 2 8 ' 11' 5 8 ' 24' 10' 56' 24' 2' 1 6 ' 53' 3' 23' 30' 1 6 6 ' 3' 1' 1 3 ' 50' 8' 63' 48' 5' 1 5 ' 13' 27' 15' 4' 15' 128' 24' 2 1 8 ' 1 7 3 ' 9 1 ' 52' 67' 52' 9 0 ' 1 9 6 ' 40' 5 0 ' 27' 4 8 ' 24' 8 0 ' 6 1 ' 8 0 ' 22' 27' 8 0 ' 80' 3 1 ' 102' 29' 13' 27' 3 0 ' 3' 3 0 ' 13' 25' 30' 5 0 ' 51' 142' 3 2 ' 27' 2 1 ' 3 2 ' 55' 32' 10' 3 6 0 ' 4 9 ' 29' 27' 1 2 6 ' 1 2 0 ' 4 8 ' 4 8 ' 24' 51' 13' 380' 9 7 ' 3 1 ' 4 9 ' 80' 1 0 3 ' 20' 56' 80' 3 0 ' 5 0 ' 56' 1 8 ' WALN U T CHES T N U T A V E R O O S E V E L T S T R O O S E V E L T S T T Y L E R T Y L E R 3305 3363 3369 3293 3290 452 3331 3329 3350 3347 3359 3386 3342 3323 34 2 0 L 27 3337 3333 3354 3366 630 635 33 5 7 511 4 6 6 3337 3328 525 L 19 3378 3 3 6 7 32 3 5 3309 3 3 9 5 3304 3304 3327 3324 3379 3380 L 32 3320 3345 CARLSBAD 15345-120365 15345-120355 15 3 3 7 - 1 2 0 3 6 0 15 3 5 2 - 1 2 0 3 6 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 4 5 - 1 2 0 3 6 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 7 0 ' 1' 53' 22' 12' 2 4 ' 14' 22' 2' 3' 48' 1 4 ' 22' 14' 3' 8 2 ' 3' 27' 14' 4' 2 0 ' 2 6 ' 2 8 4 ' 2 0 1 ' 22' 1 0 1 ' 16' 1 1 8 ' 2' 48' 5 5 ' 14' 7 8 ' 9 0 ' 32' 27' 4' 6 0 ' 2'2' 53' 27' 4' 2' 1 9 1 ' 8' 22' 1' 1 5 4 ' 58' 2' 1 7 ' 24' 2' 33' 13' 4 4 ' 43' 1 3 ' 2 7 ' 23' 50' 26' 23' 53' 1 2 3 ' 4' 25' 2 0 5 ' 1 7 ' 57' 1' 22' 1' 53' 1 7 8 ' 2' 27' 1 4 4 ' 1 4 5 ' 53' 1' 27' 58' 2 0 4 ' 30' 2 5 ' 2 5 ' 79' 19' 5' 2' 8' 2 2 3 ' 13' 9 8 ' 3 0 ' 10' 1 7 4 ' 34' 3 2 ' 7 0 ' 11' 22' 10' 1 1 4 ' 22' 23' 5 9 ' 22' 7' 1 0 3 ' 1 1 ' 27' 4' 27' 5' 3 2 ' 22' 58' 2 0 ' 19' 31' 1 1 7 ' 27' 110' 19' 21' 17 ' 10' 5 3 ' 75' 22' 27' 58' 26' 1 5 1 ' 81' 3' 20' 5' 15' 1 9 6 ' 6' 53' 53' 6' 20' 20' 4 8 ' 5 5 ' 76' 2 2 ' 5 0 ' 101' 80' 207' 22' 80' 40' 27' 1 3 2 ' 13' 27' 80 ' 53' 5 5 ' 2 5 ' 3' 8 0 ' 4 8 ' 4 0 0 ' 25' 7' 30' 27' 3 0 ' 3 2 ' 27' 3 2 ' 55' 3 2 ' 64' 27' 80' 53' 4 8 ' 4 8 ' 95' 4 0 0 ' 27' 5 0 ' 3 0 ' 3 2 ' 33' 2 5 ' 8 0 ' 3 0 '27' 20' 56' 8 0 ' WALN U T PINE A V E M A D I S O N S T R O O S E V E L T S T R O O S E V E L T S T T Y L E R 3190 3256 3255 3265 3279 3256 3292 635 3293 3290 3331 3177 3220 L 27 3234 3237 3216 3315 3323 3215 31 7 9 3207 640 3240 3235 3280 3221 507 32 3 5 3255 3222 3231 3286 3304 3304 3230 665 3270 33 0 6 3225 3258 3243 3250 3274 3320 CARLSBAD PINEAVENUESCHOOL ROMAN CATHOLICBISHOPOF S D 15345-120370 15345-120360 15 3 3 7 - 1 2 0 3 6 5 15 3 5 2 - 1 2 0 3 6 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 4 5 - 1 2 0 3 6 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 $+R $+T $+A 2 2 0 ' 7 0 ' 4' 22' 359' 5 6 ' 19' 58' 7 8 ' 3 0 ' 6' 14' 82' 25' 1' 28' 4' 2 2 9 ' 4' 5' 2 0 2 ' 1 5 9 ' 58' 46' 1 4 7 ' 22' 1 0 1 ' 16' 6 9 ' 3 2 ' 1' 9 0 ' 17' 2 4 ' 27' 8' 4 8 ' 3' 63' 22' 5' 33' 1 5 4 ' 2' 33' 1' 13' 2' 1 7 1 ' 1 0 ' 16' 2 2 ' 29' 22' 2 5 ' 5' 4' 58' 3' 30' 30' 16 ' 53' 4' 15' 43' 2 5 ' 2' 58' 30' 3' 58' 27' 2 4 4 ' 16' 13' 22' 11' 49' 2' 14' 7 0 ' 11' 2 2 ' 5'5' 1 1 4 ' 24' 1 5 4 ' 21' 20' 57' 3' 7' 20' 2' 1 1 1 ' 3' 3' 3 2 ' 9 9 ' 5' 53' 27' 20' 1 1 0 ' 10' 22' 5' 22' 3 1 8 ' 3' 1 5 9 ' 3' 1 3 ' 77' 14' 21' 9' 3' 22' 4 3 ' 17' 2 4 ' 5' 58' 1 5 1 ' 1 0 9 ' 2' 53' 80' 6' 20' 20' 4 8 ' 3 2 ' 4 8 ' 80' 101' 3 2 ' 80' 8 0 ' 3 2 ' 4 0 0 ' 4 8 ' 140' 80' 3 0 ' 22' 80' 4 8 ' 4 0 0 ' 140' 1 5 6 ' 3 2 ' 33' 140' 58' 3 2 ' 20' PINE A V E PINE A V E R O O S E V E L T S T M A D I S O N S T M A D I S O N S T OAK A V E J E F F E R S O N S T 3138 3190 L 15 L 12 675 3167 3170 3133 3150 740 3171 3216 L 31 3160 3159 3183 L 16 3207 3183 L 13 3170 3120 3130 3240 L 31,32 3143 3145 3144 3221 3149 735 3 1 1 0 3230 3119 650 3147 3175 CARLSBAD CARLSBADCOMMUNITYCHURCH PINEAVENUESCHOOL 15345-120375 15345-120365 15 3 3 7 - 1 2 0 3 7 0 15 3 5 2 - 1 2 0 3 7 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 4 5 - 1 2 0 3 7 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > 4' 6 2 ' 3 5 9 ' 63' 6' 3' 3 0 9 ' 60' 1 1 2 ' 25' 25' 48' 1' 2' 3 4 4 ' 1 5 3 ' 51' 8 9 ' 51' 13' 1 3 ' 20'10' 4' 48' 24' 3'1 1 ' 69' 51' 1' 60' 60' 8'17' 1 5 4 ' 6' 29' 22' 41' 1 4 6 ' 15 ' 10' 4 9 ' 41' 1 4 8 ' 9' 1 3 ' 20' 32' 32' 30' 8' 67' 22' 59' 3' 58' 58' 30' 21' 2 ' 15' 60' 25' 35' 2' 2' 41' 5'24' 8' 2 1 3 ' 9 7 ' 16' 8' 1 6 ' 11' 2' 33' 2 3 7 ' 4'18' 5' 5' 1 4 8 ' 1' 24' 1 5 4 ' 50' 17' 7' 6' 7' 3'5' 2' 27' 4 0 ' 5 6 ' 3' 22' 58' 2 0 5 ' 2 8 ' 19' 52' 3' 21' 1 6 4 ' 9 4 ' 1 5 1 ' 5 9 ' 37' 80' 2' 53' 2 1 2 ' 3 2 ' 56' 3 8 0 ' 12' 3 0 ' 6 4 ' 9 3 0 ' 22' 24' 5 0 ' 29' 29' 58' 2 4 5 ' 1 6 ' 5' M A D I S O N S T OAK A V E OAK A V E H A R D I N G S T J E F F E R S O N S T J E F F E R S O N S T 30 5 5 7 4 5 3062 3037 L 15 89 7 3080 3071 3081 L 11 3133 3048 3075 3110 3050 3070 3039 L 16 740 3120 3121 L 31,3 2 3149 3095 3021 3091 3 0 8 1 755 3039 3111 3147 3 0 9 0 3055 3175 CARLSBAD CARLSBADCOMMUNITYCHURCH 15345-120380 15345-120370 15 3 3 7 - 1 2 0 3 7 5 15 3 5 2 - 1 2 0 3 7 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 4 5 - 1 2 0 3 7 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > 29'6 4 ' 2' 4 0 ' 2' 28' 194' 157'3' 12' 6' 8 9 ' 51' 25' 44' 19' 2 1 5 ' 4' 4' 2 0 3 ' 54' 8' 51' 60' 1 4 9 ' 24' 6' 48' 151' 1' 33' 21'24' 6 7 ' 2' 1 0 7 ' 3' 3 3 ' 1 9 ' 35' 2' 58' 41' 5'24' 6' 20' 6 4 ' 4 4 ' 2' 33' 99' 5 4 ' 2' 2 8 ' 50' 50' 6' 29' 3'5' 30' 60' 6' 24' 55' 1 4 ' 55' 17' 25' 5 2 ' 1 6 4 ' 126' 1 1 ' 1 0 9 ' 5' 1 9 7 ' 5' 5 2 ' 5 9 ' 2 6 ' 270' 3 8 0 ' 2 0 0 ' 52' 53' 2 1 ' 2 8 ' 2 8 ' 5 2 ' 90' 28' 5 2 ' 56' 56' 3 8 0 ' 12' 27'53' 2 8 ' 52' 55' 598' 32' 25' 6 1 ' 2 8 1 ' 24' 9' 5 2 ' 24' 5 2 ' 28' 134' 2 8 ' 5' CARL S B A D V I L L A G E D R CARL S B A D V I L L A G E D R H A R D I N G S T J E F F E R S O N S T H O P E J E F F E R S O N S T H A R D I N G S T 770 825 9 0 1 L 6 2959 2975 2928 L 12 L 11 3043 920 8 0 2 2 9 4 5 880 3048 2952 3075 3042 710 8 4 0 30 9 6 29 4 3 2910 3021 3035 755 3090 3055 950 CARLSBAD CARLSBADCHRISTIANASSEMBLY INC 15345-120385 15345-120375 15 3 3 7 - 1 2 0 3 8 0 15 3 5 2 - 1 2 0 3 8 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 4 5 - 1 2 0 3 8 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 1 3 ' 48' 19' 30' 9' 27' 59' 5' 3' 2 0 ' 85' 5 0 ' 222' 8 3 ' 194' 3' 3 8 ' 7 6 ' 2' 4' 1 8 ' 213' 194' 29' 2 4 ' 15' 1 4 9 ' 3' 1 2 ' 2 1 ' 2 6 4 ' 2 1 ' 2 3 6 ' 3' 47' 2' 12' 9' 2' 1 5 1 ' 2' 32' 1 1 4 ' 5'20' 4' 45' 7' 36' 53' 33'21' 1 6 3 ' 12' 1 0 9 ' 273' 65' 3 9 ' 18' 2 4 ' 22' 7 3 ' 1 6 0 ' 25' 2 4 ' 3 1 ' 14' 5' 15' 6'4' 3 8 ' 99' 2 1 ' 3' 3' 3 4 ' 1' 2 7 ' 26' 35' 30' 80' 157' 5' 5' 1 4 1 ' 2 2 ' 3' 27' 18' 14'13' 3 0 ' 15' 1 1 2 ' 2 0 ' 3' 152' 15' 2 1 ' 270' 334' 6 7 ' 1 2 ' 1 8 ' 57' 2 0 0 ' 3' 1 1 6 ' 2 1 ' 2 8 7 ' 3' 2' 35' 2 0 ' 341' 93' 54' 27' 53' 1 6 ' 4' 598' 207' 1 2 ' 4 6 ' 410' 9' 2 0 2 ' 3 1 ' 7 5 ' 5' 27' 53' 4 8 ' GRAN D A V E GRAN D A V E H O P E H O P E H A R D I N G S T 84 9 2825 988 1000 2928 861 2854 921 9202945 2928 9 7 2 2952 2941 2860 9 5 5 800 2921 9 4 5 8 8 5 2910 2 8 7 9 28 9 2 2886 9 5 0 2 9 4 4 CARLSBAD MOTEL 6OPERATING LP 15345-120390 15345-120380 15 3 3 7 - 1 2 0 3 8 5 15 3 5 2 - 1 2 0 3 8 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 4 5 - 1 2 0 3 8 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > 1' 6 8 ' 4 6 ' 46' 70' 18' 10' 2' 2 6 ' 2 3 ' 10' 5' 3' 128' 2 2 5 ' 16' 10' 1 0 7 ' 1 2 ' 3' 15' 3' 5 5 ' 1 0 1 ' 11' 1 2 7 ' 1 6 0 ' 60' 1 8 4 ' 13' 10' 8 8 ' 18' 5 5 ' 9' 4' 4 1 ' 7 2 ' 1' 8 8 ' 6' 20' 4' 1' 7' 4 0 ' 30' 12' 404' 40' 3 0 ' 5 0 ' 40' 10' 1' 18' 72' 15' 11' 1 0 0 ' 3 2 ' 2 3 ' 100' 7 7 ' 3 0 ' 100' 40' 4 0 ' 18' 30' 4 0 0 ' 18' 1 0 3 ' 40' 30' 30' 10' 1' 30'12' 12' 4' 1 5 ' 2 0 0 ' 23' 6 8 ' 12' 50' 30' 18' 5' 1' GRAN D A V E G A R F I E L D S T O C E A N O C E A N S T CHRIS T I A N S E N C A R L S B A D B L V D GRAN D A V E G A R F I E L D S T 2924 2975 2775 2855 2858 201 2935 264 2906 2939 30 0 276 2 9 5 0 2901 2968 CARLSBAD ST MICHAELS-BY-THESEAEPISCOPALCHURCH E d g e O f P a v e m e n t 15322-120375 15322-120365 15 3 1 5 - 1 2 0 3 7 0 15 3 3 0 - 1 2 0 3 7 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 2 2 - 1 2 0 3 7 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 1 4 ' 1 0 2 ' 13' 12' 4' 36' 3' 70' 88' 2 3 ' 4' 5 5 ' 3' 4' 2 1 2 ' 5' 4' 3 0 ' 2 3 ' 285' 1' 5 0 ' 4' 2' 12' 14' 197' 1' 2 6 ' 3' 45' 4' 3' 340' 3 7 ' 12' 232' 1 2 ' 17' 65' 5 4 ' 4' 60' 100' 4' 18' 1 1 ' 46' 25' 137' 4 6 ' 7 2 ' 3' 372'4' 18' 1 5 ' 4 9 ' 4' 13' 50' 5 7 ' 3 9 5 ' 30' 3 0 ' 3 0 ' 30' 29' 404' 2 2 ' 30' 5 6 ' 56' 1 9 6 ' 9' 5 0 ' 5 0 ' 2 3 ' 7 9 ' 340' 30' 37' 11' 5 0 ' 8 0 ' 39' 2 3 ' 3' 18' 3' 2 8 ' 18' 100' 30' 24' 3 0 ' 30' 3 7 ' 40' 30' 2 3 ' 2' 70' 30' 12' 30' 40' 2' 48' 63' 40' 20' 2 0 0 ' 1 7 ' 25' 25' 2' 30' 100' 23' 4 0 ' 1 2 ' 4 0 ' 2.5' C H RI S T I A N S E N CHRIS T I A N S E N BEEC H W A S H I N G T O N GRAN D A V E C A R L S B A D B L V D C A R L S B A D B L V D 39 9 333 390 2775 2 7 4 4 2855 2780 2764 2 8 5 8 381 2778 3 7 0 2802 30 0 2715 300 2729 CARLSBAD ST MICHAELS-BY-THESEAEPISCOPAL CHURCH 1 2 " H L I N E 1 0 2 6 15322-120380 15322-120370 15 3 1 5 - 1 2 0 3 7 5 15 3 3 0 - 1 2 0 3 7 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 2 2 - 1 2 0 3 7 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 4 5 ' 5 0 ' 4 9 ' 3' 1 8 8 ' 21' 210' 12' 28' 1 8 ' 1 1 ' 17' 2' 7' 1 8 0 ' 44'1 2 ' 269' 18' 20' 1 0 9 ' 153' 2' 3 1 ' 3' 23' 3 5 ' 1 0 ' 16' 20' 9' 2 8 ' 8 '42' 4' 37' 9 7 ' 5 1 ' 206' 9' 12' 4' 9 5 ' 53' 10 ' 15' 40' 1 8 ' 3' 1 4 ' 2 6 ' 83' 39' 4' 25' 82' 5' 95' 5' 1 0 5 ' 20' 1' 2 0 ' 7' 3 0 2 ' 2 8 ' 4' 2' 2 8 ' 50' 20' 2 2 2 ' 2' 10' 3'2' 1' 36' 1' 8 5 ' 60' 20' 1 6 2 ' 27' 40' 201' 2 8 ' 7' 1' 1 0 ' 20' 5 2 ' 7 6 ' 12' 155' 5 2 ' 1 8 ' 3' 4' 2 1 ' 6 8 ' 45' 17' 40' 7' 10' 6' 2 0 3 ' 20' 3 1 7 ' 93' 31' 104' 1 4 ' 18' 11' 40' 2 4 8 ' 40' 60' 40' 8 0 ' 5 3 ' 63' 2 8 ' 3' 20' 4 0 0 ' 2 7 ' 2 8 ' 8 0 ' 20' 5 2 ' 2 8 ' 80' 2 7 ' 2 8 ' 5 2 ' 2 8 ' 182' 153' 20' 5 2 ' 8 0 ' 20' 8' 27' 1 8 3 ' 5 3 ' 8 0 ' 100' 212' 2 1 ' 40' 60' 5 2 ' 3' G A R F I E L D S T G A R F I E L D S T P I N E A V E LI N C O L N S T C A R L S B A D B L V D WALN U T 3217 1 5 0 180 3319 3325 3200 3 2 8 3 3 2 0 0 3 2 5 5 3259 3235 166 3 2 5 6 165 3245 235 3267 3180 1 6 5 155 3305 3288 CARLSBAD CARLSBADSTATEBEACH 15330-120360 15330-120350 15 3 2 2 - 1 2 0 3 5 5 15 3 3 7 - 1 2 0 3 5 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 0 - 1 2 0 3 5 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 $+T > 180' 3 9 ' 2 5 ' 35' 5 0 ' 4 5 ' 4' 2 8 ' 5 0 ' 186' 6' 4' 74' 15' 1 3 9 ' 1' 5' 5' 3 7 ' 26' 3' 18' 107' 9' 1 0 9 ' 102' 5' 55' 3 6 ' 1 1 ' 2 4 ' 5 5 ' 1 5 ' 7' 20' 12' 4 0 ' 4' 45' 76' 1 5 1 ' 74' 2 7 ' 5' 9' 6' 1 8 ' 8 3 ' 27' 1 3 ' 2 5 ' 3' 53' 40' 3'9' 3' 8 1 ' 105' 50' 23' 3' 2' 5' 61' 35' 95' 6 6 ' 1 0 5 ' 1' 2 7 ' 20' 46' 2' 3 1 ' 13' 15' 3' 7' 4 0 ' 11' 5 5 ' 8' 1 1 3 ' 194' 1' 3' 3 5 ' 27' 10' 6 5 ' 9' 2' 1 9 ' 27' 2 0 1 ' 8' 3' 1 4 ' 1 0 6 ' 91' 17' 103' 2 7 ' 17' 1 8 ' 27' 53' 5' 6' 18' 4'3' 40' 3 0 ' 27' 20' 40' 5 3 ' 30' 50' 5 0 ' 3 0 ' 3' 4 0 0 ' 70' 2 7 ' 30' 165' 3 9 9 ' 8 0 ' 5 0 ' 72' 7' 8 0 ' 20' 30'8 0 ' 2 7 ' 2 7 ' 2 7 ' 2 7 ' 3 0 ' 50' 53' 50' 153' 5 3 ' 8 0 ' 3' 14' 3' 3' 2 2 ' 80' 80' 1' 116' 5 3 ' 8 0 ' 100' 3' 21'4' OAK A V E G A R F I E L D S T PINE A V E LI N C O L N S T LI N C O L N S T CA R L S B A D B L V D CA R L S B A D B L V D 3136 250 3 2 4 4 3254 31 4 5 3 1 6 2 3 1 6 0 31 7 9 3155 2 1 8 3140 317 31 5 0 3056 165 3177 235 3180 201 3134 329 3045 33 6 CARLSBAD 15330-120365 15330-120355 15 3 2 2 - 1 2 0 3 6 0 15 3 3 7 - 1 2 0 3 6 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 0 - 1 2 0 3 6 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 $+R$+A $+A > > > 35' 1'R 2' 4' 6 6 ' 4' 231' 2 0 ' 307' 3 0 ' 37 ' 2 3 ' 15' 4' 26' 3' 93' 2 8 ' 1 0 7 ' 15' 300' 102' 2 8 ' 55' 1 8 ' 2'R 1 3 ' 14' 75' 1 3 ' 20' 83' 2 0 ' 94' 3 9 ' 45' 7 6 ' 1 5 1 ' 5' 6' 25' 2 0 ' 3' 316' 5 2 ' 3 4 ' 3'R 3'R 3' 30' 26' 3'9' 3' 3' 49' 7' R 1' 4 3 ' 30' 1 0 6 ' 7' 8 1 ' 6' 23' 5' 311' 3' 3 2 ' 2' 58' 39' 1 0 5 ' 4' 232' 2' 2 8 ' 15' 5 2 ' 2'R 1 0 ' 76' 7' 3 6 ' 1 5 ' 4 0 ' 11' 8' 2 6 ' 23' 28' 149' 3 0 ' 305' 1 8 ' 1 9 ' 3' 82' 2' 1 3 4 ' 3' 59' 7' 73' 3' 2 8 ' 10' 1 8 ' 1 4 ' 2 6 ' 2 9 ' 4 ' 13' 8 5 ' 4' 2' 1' 2' 17' 5 2 ' 5 2 ' 430' 1' 1 6 ' 5' 9' 3 0 ' 5 0 ' 30' 50' 416' 3 0 ' 5 0 ' 2 3 8 ' 80' 14' 4 8 ' 4' 30' 400' 18' 12' 3 0 ' 50' 50' 2 8 ' 5 0 ' 30' 81' 80' 51' 22' 2 8 ' 12' 18' 18' 1 3 4 ' 30' 12' 8 0 ' 5 2 ' 100' 30' 18' 100' 4' 5 0 ' 8 0 ' 1 3 0 ' 3' 3' OAK A V E OAK A V E LI N C O L N S T W A S H I N G T O N CARLSBAD BLVD C A R L S B A D B L V D 3 0 7 6 3 5 4 3 4 1 399 30 0 1 3160 3 5 5 3 6 3 377 3080 3 8 1 3 2 5 3140 3 9 1 3040 201 3134 3 2 9 3 9 0 3 7 1 30 4 5 3 0 1 6 3 9 3 336 CARLSBAD V e n t Li n e 1 2 " H L I N E 1 0 2 6 15330-120370 15330-120360 15 3 2 2 - 1 2 0 3 6 5 15 3 3 7 - 1 2 0 3 6 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 0 - 1 2 0 3 6 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > > > 6' 1 0 ' 2' 2' 1' 171' 2 7 ' 6 2 ' 29' 2 0 ' 2 2 5 ' 76' 3' 4 6 ' 10' 1 2 ' 157 '11' 3' 5' 142'2' 34' 6 1 ' 1' 2' 7' 10' 4 5 ' 3 1 ' 10' 58' 39' 8 3 ' 1' 137' 20' 14' 24' 17' 37' 7 7 ' 2' 2' 15' 128' 82' 3' 4' 14' 2' 35' 4' 2' 6' 43' 2' 16 ' 3' 3 0 ' 5 0 ' 40' 9' 3'R 4' R 122' 60' 195' 3'R 4 6 ' 6 8 ' 10' 60' 3 0 ' 100' 8 0 ' 1 5 ' 1 5 ' 80' 3' R 4 0 0 ' 18' 7 8 ' 30' 10' 4' R 1 8 ' 60' 1 5 ' 10' 30' 20 ' 239' 20' 30' 1' 4' R 10' 12' 7 8 ' 8 0 ' 4' 5' R 120' 30' 18' 1 5 2 ' 7'13' 5' R 6 5 ' 3' R 6 5 ' 4 0 ' 2.5' 3' 4 0 ' CARL S B A D V I L L A G E D R CARL S B A D V I L L A G E D R C A R L S B A D B L V D S T A T E W A S H IN G T O N W A S H I N G T O N 3 9 5 2969 2995 3 9 9 L 6 4 1 7 45 7 3 5 5 3 6 3 3 7 7 3 0 0 3 2 5 3 0 0 3031 390 3016 CARLSBAD ROTARYPARK E d g e O f P a v e m e n t Edge O f Pavem e n t Edge O f Pavem e n t Edge O f Pavem e n t 1 2 " H L I N E 1 0 2 6 15330-120375 15330-120365 15 3 2 2 - 1 2 0 3 7 0 15 3 3 7 - 1 2 0 3 7 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 0 - 1 2 0 3 7 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 $+A > > 26' 8 9 ' 2 0 7 ' 1 7 8 ' 1 7 1 ' 7' 4' 16' 16' 4' 5 0 ' 8' 7 6 ' 39' 1 5 7 ' 11' 63' 17' 5 4 ' 4' 3'9' 100' 2 6 ' 6 8 ' 5' 46' 7' 2' 30' 2' 16' 12' 75' 1 3 ' 1 2 ' 1 4 4 ' 4 5 ' 79' 15' 4' 32' 16' 8 9 ' 8' 3'1' 15' 1 9 0 ' 11' 1 7 3 ' 1 3 7 ' 83' 20' 1 0 ' 2 1 1 ' 9 3 ' 16' 7 3 ' 4' 1 7 3 ' 372' 2'R 88' 4' 1 5 ' 10' 2' 3' 14' 56' 53' 25' 1' 75' 37' 4' 1 2 ' 1 3 5 ' 43' 9' 2' 3 4 ' 1 3 0 ' 1 2 ' 404' 12' 3 5 ' 16' 3 8 ' 7'13' 1 0 0 ' 80' 60' 100' 4' 80' 30' 6 5 ' 60' 2 7 ' 16' 9' 3 0 ' 100' 5' 80' 3' R 100' 30' 7' 3' R 11' 1 4 ' 1 5 ' 10' 1 8 ' 17' 20' 140' 20' 25 ' 15' 4' 11' 7 0 ' 7 0 ' 2' 3 8 9 ' 4' R 10' 6 9 ' 34' 87' 4' 3 0 ' 3 0 ' 15' 20' 2 3 ' 7 7 ' 3 1 ' 1 9 7 ' 8' 4 5 ' 2' 1 5 2 ' 4' 3' R 6 5 ' 2.5' 2.5' 10' 2.5' W A S H I N G T O N T Y L E R S T S T A T E S T A T E GRAN D A V E GRAN D A V E 2943 2969 2995 555 3 9 9 2965 3 9 0 2907 2957 2940 3 8 1 2833 L 3 2968 2978 2898 2916 2972 2825 3 0 0 L 4 300 2897 29 3 3 29 9 8 2917 507 2956 2829 L 13 2946 2960 2921 CARLSBAD ROTARYPARK MISSION SQUARESHOPPING CENTER 1 2 " H L I N E 1 0 2 6 15330-120380 15330-120370 15 3 2 2 - 1 2 0 3 7 5 15 3 3 7 - 1 2 0 3 7 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 0 - 1 2 0 3 7 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 2' 1' 9 9 ' 1'2' 43' 8 4 ' 10' 42' 5' 3'2' 11' 5 4 ' 11' 13' 23' 31' 22' 53' 15' 1 7 ' 15' 8 1 ' 1'1' 27' 2' 6' 4' 7' 3 6 3 ' 15' 16' 1 3 ' 3' 1 1 ' 1' 2 7 3 ' 6' 3 1 5 ' 15' 1 7 ' 5'10' 15' 1 0 7 ' 41' 10' 13' 1'11' 40' 3' 2' 11' 1 4 ' 83' 43' 23' 35' 2' 19' 2 6 6 ' 1' 19' 27' 7' 4 4 0 ' 3 5 ' 8' 22' 1 5 ' 35' 41' 5 3 ' 8' 15' 1 5 ' 2' 4' 23' 8' 4 0 3 ' 2 9 3 ' 43' 2 1 3 ' 20' 2' 3' 4' 12' 1 1 ' 51' 4 8 3 ' 2' 84' 31' 19' 4 9 ' 15' 15' 5' 3 0 ' 6 5 ' 3 0 ' 2 7 ' 5' 50' 100' 2 9 5 ' 8 0 ' 3 1 ' 160' 45' 50' 3 0 ' 101' 6 9 ' 2 5 ' 23' 6 1 ' 4' 11' 10 ' 2' 43' 45' 4' 10' 22 ' 60' 15' 7 0 ' 1 1 7 ' 11' 15' 30' 4' 6' 2.5' S T A T E S T A T E GRAN D A V E CHRIS T I A N S E N W A Y T Y L E R R O O S E V E L T S T L 4 2801 2772 555 39 9 28 0 8 64 02763 2700 2730 2833 2785 2 7 4 2 2747 2898 570 26 9 1 2787 2825 2808 2832 2739 2780 2802 5 5 8 2725 2775 2829 2777 2805 CARLSBAD USPSCARLSBAD 15330-120385 15330-120375 15 3 2 2 - 1 2 0 3 8 0 15 3 3 7 - 1 2 0 3 8 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 3 0 - 1 2 0 3 8 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 10 0 ' 2' 1 0 ' 3 4 ' 23' 15' 9 2 ' 35' 7' 440' 8' 3 2 ' 3' 12' 63 3 ' 8 3 ' 5 1 ' 4' 11' 1 0 5 ' 26' 2 1 9 ' 17' 2 5 ' 38 8 ' 497'2 2 ' 1 5 ' 524 ' 5 ' 2 4 ' 1 1 4 ' 823' 27' 9' 1 8 ' 967' 3 7 ' 5' 2 7 ' 67' 33' 18 ' 2'2' 5' 4' 802' 8' 7 ' 12' 2 0 ' 5 ' 24' 3' 15' 4 6 ' 3' 4 8 ' 590' 13' 5' 2 3 ' 19' 20' 19' 10' 14' 5 0 ' 2 7 5 ' 16' 11' 11' 2 4 ' 2' 24' 37' 15' 185' 1' 9' 1161'1 9 ' 35' 31 5 ' 24' 15' 13' 1' 18' 56 ' 2' 9' 19' 2' 296 ' 2 3 ' 15' 4' 2 0 9 ' 20 '10 ' 3' 30' 20' 1' 37' 7' 8' 16' 15 ' 15' 438' 26 ' 9' 8 0 ' 2' 16'16' 35' 550' 40' 4' 25' 1' 30 5 ' 9' R 35' 50' 1 3 ' 5 5 0 ' LON G HIBIS C U S TAMAR A C K A V E 4 0 9 3 9 5 6 39 7 5 L 5 L 3 7 1 4 0 5 447 3925 3914 3 9 5 0 3 9 1 8 3960 3985 3911 39 1 4 36 1 3986 5 1 8 3915 3913 3 9 1 6 446 450 4 3 7 3924 39 9 7 3 9 7 6 4 6 0 3935 3926 60 8 4 2 1 4 3 1 545 3 9 3 0 350 3 9 4 6 395 5 396 5 3996 470 399 5 3945 3 9 4 0 CARLSBAD R a i l r o a d C e n t e r l i n e 1 2 " H L I N E 1 0 2 6 15360-120340 15360-120330 15 3 5 2 - 1 2 0 3 3 5 15 3 6 7 - 1 2 0 3 3 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 0 - 1 2 0 3 3 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > 12 ' 9' 5' 5' 3 0 ' 4' 3' 3 8 ' 2 1 1 ' 23' 15' 9 2 ' 3' 2 4 ' 3' 1 4 ' 3' 3 5 ' 3 4 ' 42' 75' 3' 6' 2 7 ' 25 5 ' 27' 11' 9' 4' 7' 30' 2' 84 ' 5 1 ' 4' 1 0 5 ' 1 4 ' 5 ' 1 4 ' 9' 9' 1 2 ' 5' 2 6 8 ' 29' 5' 43' 4' 1075' 2'42' 5' 58' 5'3' 5' 5' 8' 2' 2 2 5 ' 2' 34' 5' 12' 36'1 4 ' 6' 24' 1' 18' 4 8 ' 5' 6 4 ' 5' 19'10' 28' 5'11' 63' 1416' 8' 1' 3' 35' 222' 25' 19' 1 0 ' 29' 1 1 ' 1 1 3 ' 13 ' 5' 9' 1161'1 9 ' 4' 94' 35' 4 6 ' 2' 2 7 ' 3' 5' 5' 32' 15' 10' 2' 3' 4' 7' 69' 19' 1 4 5 ' 5' 7' 3 6 ' 1442' 1404' 3' 2 9 ' 47' 3' 30' 40'5' 3 0 ' 6' 1 6 7 ' 7' 5 1 ' 8' 8' 4 6 ' 2 4 ' 5' 16' 11' 5 1 2 ' 4 6 ' 16' 527' 12' 5' 4' 2' 12' 3' 40' 2 8 ' 1' 10' 303' 2' 7' 527' 35' 50' 4 8 ' 32' 32' 38' 3' 1 3 ' 5' 11 4 ' 17' 1 4 ' 1 6 ' 6 0 ' 321 ' 4 6 ' 3 3 ' 5 5 0 ' 1 4 ' 1 4 ' 4 6 ' 2'R 3' TAMAR A C K A V E T A M A R A C K A V E N A S T I C A L H I B I S C U S NAUTI C A L A N C H O R W A Y S H E R I D A N P L 3902 447 511 3914 6 0 0 3918 438 3 8 8 0 3 9 1 1 3914 662 3913 3910 437 3906 5 4 6 38 0 5 548 5 4 5 3901 3 9 1 5 39 1 9 CARLSBAD JEFFERSONSCHOOL 15360-120345 15360-120335 15 3 5 2 - 1 2 0 3 4 0 15 3 6 7 - 1 2 0 3 4 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 0 - 1 2 0 3 4 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 5' 5 1 ' 4' 5' 3 4 ' 4' 669' 2' 3' 4 8 ' 5' 369' 2 2 ' 2 5 5 ' 204' 3 6 ' 5' 206' 2' 5' 6' 9' 579' 5' 3' 5' 20 ' 5' 2 6 8 ' 2 4 ' 49' 2' 5' 477' 24'3' 7' 5' 27' 2' 2' 34' 5' 6' 31' 42' 4 7 ' 22 ' 4'2 8 ' 3' 2 6 ' 472'5' 2' 5' 6' 15' 5' 3' 670' 15 '5' 2' 5' 1 0 ' 2 6 ' 6' 2 3 ' 271' 15' 15' 40' 4 7 5 ' 2 1 0 ' 2 4 ' 29' 2' 2' 640' 428' 3' 7' 20' 2'12' 2 3 ' 2' 49' 2' 375'46 ' 8' 2' 2 5 '4'22' 75' 5' 4' 4' 1 1 ' 628' 2' 4' 573' 2 5 ' 417' 5' 319' 2' 27 0 ' 697' ANCH O R W A Y 635 460 662 38 0 5 740 CARLSBAD JEFFERSONSCHOOL 15360-120350 15360-120340 15 3 5 2 - 1 2 0 3 4 5 15 3 6 7 - 1 2 0 3 4 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 0 - 1 2 0 3 4 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 2 8 5 ' 17' 4 8 ' 155' 10' 3' 186' 5' 40 ' 369' 327' 2 2 ' 48' 47' 3' 122' 3' 20' 8' 40' 8' 2 8 8 ' 22' 6 2 4 ' 2' 5' 9' 579' 132' 1 6 ' 5' 6' 3' 5 ' 4 8 ' 10' 2 6 ' 228' 4' 15' 1' 6' 5' 1' 2 0 ' 19'20' 40' 6 0 ' 2' 477' 2' 4' 2 4 ' 3 ' 87' 40 ' 3 ' 6' 14 ' 5' 4' 6' 1 9 2 ' 17' 48' 2 0 ' 3 4 2 ' 20' 27' 2' 2 1 ' 4' 2 8 ' 3' 2' 5 ' 482' 7' 2' 7' 5' 276' 402' 3' 6' 2 5 ' 4 9 ' 6' 5' 2' 20' 2 5 ' 40' 17' 1 0 ' 9'6' 15 ' 2 5 ' 2 3 ' 3' 271' 18' 58' 2' 2 4 ' 20' 67' 6' 25' 24' 40' 2 1 0 ' 53' 2' 34' 44 ' 428' 48' 7' 2 4 ' 3' 11' 57' 168' 2 7 ' 5' 65' 28' 40' 2 9 ' 2 5 ' 16' 1 4 ' 2' 1 2 ' 22' 5 0 ' 2 3 ' 2' 49' 5' 375' 4 6 ' 8' 2 1 ' 2' 2' 2' 2 5 ' 2' 3' 4' 28' 2 2 ' 2' 2 7 ' 6' 9 0 ' 23' 5' 2' 26' 2' 4' 22' 4' 18 ' 65' 28 ' 3' 2 5 ' 417' 5 ' 5' 14 ' 319' 40 ' 3' 1 1 7 ' 30 ' 228' 10' 2' 167' 3' 18 ' 314' 2' 2 ' 120' 1 0 1 ' 3 3 ' 2' 5 0 ' 6' 2 0 8 ' 26' 45'149' 37'36' 10' 36' 63' 41' 3 8 ' 16 '247' 697' 20' 5' 125' 22' 4 0 ' 44 ' 6' 1 0 8 1 ' 3 ' J E F F E R S O N S T MAGNOLIA AVE ANCH O R W A Y 63 5 3748 37 8 4 3749 6 9 5 7 0 1 7 6 9 3712 3 7 7 2 6 7 3 3725 3701 3725 3715 3 7 0 0 3760 740 8 4 5 3713 3 7 3 7 3724 3736 CARLSBAD JEFFERSONSCHOOL 15360-120355 15360-120345 15 3 5 2 - 1 2 0 3 5 0 15 3 6 7 - 1 2 0 3 5 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 0 - 1 2 0 3 5 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 7 5 ' 8' 430 ' 3' 1 5 ' 155' 386' 186' 40 ' 4' 2' 205' 15' 1' 40' 184' 5' 29' 8' 1 7 ' 22' 6 2 4 ' 35' 23' 5' 12' 1 9 ' 132' 4' 1 6 ' 2 9 ' 2' 1 7 ' 1 4 ' 84' 3' 2 9 ' 7' 1 5 ' 19' 2 0 ' 32' 40' 1 1 9 ' 6' 29' 58' 58' 16' 335' 3 5 ' 275' 272' 3 2 ' 3' 3 2 ' 19' 40 ' 6 3 ' 14 ' 75' 3'8' 1 0 ' 40' 28' 20' 5 7 ' 1 8 '402' 335' 26' 17' 2 3 ' 4' 482' 7' 209' 303' 81' 402' 2 9 ' 1 6 0 ' 3' 10' 40' 2 9 ' 1 6 ' 40' 3 1 5 ' 1 7 ' 26' 7 ' 2 3 ' 10' 15 ' 129' 3' 2' 153' 11' 58' 4 8 ' 8' 41' 2 0 8 ' 33' 20' 8' 7' 5' 62' 1 7 ' 37' 22' 8'17' 2 4 ' 44 ' 10' 24 ' 17' 23' 2 6 ' 3' 3' 219' 34' 57' 8' 211' 1 0 2 ' 5 0 ' 32' 9' 1 5 ' 2 1 ' 1 0 ' 3' 28 ' 30' 2 2 ' 1 0 3 ' 4 0 ' 16' 5 4 ' 5' 65' 28 ' 5' 3 5 ' 14 ' 40 ' 30 ' 17' 18 ' 314' 136' 215 ' 8' 25' 1 3 ' 2 0 1 ' 130' 63' 45'149' 3 7 ' 37'36' 3 7 ' 60' 60' 10 ' 36' 4 8 ' 16 '247' 400' 5 4 ' 370' 3 ' 22' 3 5 ' 4 0 ' 1 7 ' 287' 58' 44 ' 60' 1 5 ' 28' 1 7 ' 1 5 ' 1 7 ' 3 6 ' 3' MAGNO L I A A V E H A R D I N G S T CAMEL L I A P L AVOCA D O L N 765 76 5 722 8 1 3 810 3630 3640 3540 3590 7 5 5 773 3593 8 6 1 770 790 821 3665 3 6 7 6 790 810 8 1 5 822 840 863 840 3 7 0 1 7 5 5 768 862 850 820 8 2 5 841 893 3700 36 9 6 366035 3 6 3546 3572 3580 845 3685 3606 7 7 2 7 9 5 790 3605 CARLSBAD 15360-120360 15360-120350 15 3 5 2 - 1 2 0 3 5 5 15 3 6 7 - 1 2 0 3 5 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 0 - 1 2 0 3 5 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 > > > 15' 1' 26' 2 4 7 ' 15' 3 6 6 '23' 17' 17' 17' 17' 3' 231' 5' 32 ' 23' 25' 2 5 7 ' 23' 29' 12 ' 65' 3 6 6 ' 30' 17' 14' 3' 6' 1' 2 5 ' 33' 3' 2 8 ' 5' 8' 15' 12' 35' 25' 83' 3 8 ' 4' 7'43' 3' 1 0 ' 3' 229' 2' 5' 6 4 ' 25' 1 1 ' 33' 4' 5 2 ' 12' 15'2' 21' 5' 25' 3'13' 35' 1 3 7 ' 6 4 ' 35' 2 4 7 ' 1 5 7 ' 18' 35' 35' 2'14' 17' 1 7 ' 2 5 6 ' 26' 43' 23' 1 3 2 ' 43' 36 ' 10 ' 15' 17' 11 ' 3 6 6 ' 3' 37' 7' 1' 2' 20' 4' 8' 163' 21' 2 4 0 ' 165' 3 ' 2 9 ' 13 ' 71' 3' 3 1 ' 2 3 ' 4' 3' 30' 23' 1 2 5 ' 1 3 ' 1 9 6 ' 43' 3' 4 4 ' 2 2 ' 6 0 ' 29' 3' 1 0 ' 1 5 ' 3 5 ' 11' 15' 15' 9' 3 0 7 ' 16' 8' 25' 17' 25' 8' 32' 2 5 4 ' 3' 46' 1 5 ' 4 3 ' 8' 12' 50' 4' 25' 43' 8 1 4 ' 2 5 ' 2 4 ' 54' 2' 12' 3 6 7 ' 3' 5 0 ' 7' 80' 32' 4' 6' 8 ' 4 ' 43' 1' 3' 38' 3' 232' 1 4 ' 13' 8 1 4 ' 6' 4 6 ' 2'R 43' 8' 60' 5' 13' 4 6 ' 3 5 ' 230' 1 0 ' 7' 7' 4 6 ' 2'R 1 5 ' 6' 7' 3' 8' 9 ' J E F F E R S O N S T TAMAR A C K A V E CITRU S L I N M A R 3919 3945 3928 8 1 1 3936 3960 3900 765 3915 3925 3914 662 3935 3 9 0 4 3944 819 39 1 0 3914 3957 3935 3926 895 82 4 3936 3966 3912 804 3920 8 1 2 820 3952 830 827 812 39 0 1 3915 3919 3925 3945 3920 3946 3956 3967 8 1 5 CARLSBAD TAMARACKSHOPPINGCENTER 15367-120345 15367-120335 15 3 6 0 - 1 2 0 3 4 0 15 3 7 5 - 1 2 0 3 4 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 7 - 1 2 0 3 4 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 30' 47' 30' 20 ' 80' 20' 218' 4 0 ' 65' 5' 27' 2 0 ' 2 0 ' 1 0 0 ' 83' 3 8 ' 3' 17' 2 3 ' 40' 15'2' 3'82 ' 15' 15' 40' 4 7 5 ' 2 1 0 ' 40' 1 7 ' 20' 2'12' 11' 7' 1' 57'49' 1 0 8 ' 7 ' 3' 28' 22' 8' 8' 1 2 ' 4 1 ' 1 0 ' 4' 25' 1 0 8 1 ' 3' 4' 43' 20' 40' 1 4 ' 13' 2 0 ' 4 6 ' 2'R 43' 8' 20' 210' I N T E R S T A T E 5 J E F F E R S O N S T TAMAR A C K A V E TAMAR A C K A V E TAMA R A C K A V E H A R D I N G S T CAROL 3812 6 6 2 3904 3 8 3 6 850 8 4 4 895 3800 3 8 2 4 3813 8 1 0 3826 3 8 2 7 815 CARLSBAD TAMARACKSHOPPINGCENTER JEFFERSONSCHOOL C e n t e r l i n e 15367-120350 15367-120340 15 3 6 0 - 1 2 0 3 4 5 15 3 7 5 - 1 2 0 3 4 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 7 - 1 2 0 3 4 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 2 8 8 ' 22' 6 2 4 ' 1 2 ' 40' 20' 40' 1 3 0 ' 30' 3'R 40' 1 0 ' 4 9 1 ' 20' 17' 20' 27' 20' 6' 23'20' 13' 2 0 ' 1 0 0 ' 3' 3'R 20' 8' 25'2' 40' 2 4 6 ' 40' 24' 40' 2 1 0 ' 2'3 3 7 ' 9' 1 1 ' 9' 17' 9' 2' 1 2 ' 21' 11' 16' 9' 1' 4' 40' 16' 9' 27' 3 6 3 ' 9 ' 43' 26' 5 3 0 ' 8' 6 0 3 ' 4 5 9 ' 2 1 4 ' 22' 8' 1 2 ' 14'3' 5 0 2 ' 15' 6 2 4 ' 3 ' 3 0 0 ' 23' 3 2 0 ' P IO P I C O D R I N T E R S T A T E 5 H A R D I N G S T 37 4 8 3784 3724 3785 3749 3812 3775 3814 3801 3772 3761 3760 3784 3836 3802 3725 3772 3 7 6 0 3736 L 2 3 6 37 1 3 3737 3800 3801 3748 3813 3826 3827 3796 3780 CARLSBAD SAINTPATRICKSSCHOOL FIRST BAPTISTCHURCH OFCARLSBAD CA C e n t e r l i n e 15367-120355 15367-120345 15 3 6 0 - 1 2 0 3 5 0 15 3 7 5 - 1 2 0 3 5 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 7 - 1 2 0 3 5 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 1 7 ' 22' 6 2 4 ' 2 8 ' 3' 2 0 ' 2 0 ' 2 9 ' 40' 1 1 9 ' 6' 29' 1' 42' 2 0 6 ' 117' 120' 16' 4 0 ' 2 2 ' 28' 20' 2 0 ' 4 0 ' 3' 3 ' 8 ' 1 8 ' 1 3 5 ' 3' 17' 414' 273' 4 0 ' 1 0 ' 2 0 ' 8 ' 3' R 2' 16' 5 4 ' 1 8 ' 4' 26' 7' 3 8 ' 15' 4 0 ' 63' 6 0 3 ' 53' 1 0 6 ' 205' 8' 166' 60' 25' 4 0 ' 292' 3' 4 0 ' 3 ' 1027' 5' 1027' 2 0 6 ' 2 0 ' 2 0 ' 2 0 ' 3' 4 0 ' H A R D I N G S T M A G N O L I A A V E P I O P I C O D R MAGNO L I A A V E I N T E R S T A T E 5 3630 3640 3724 1 0 5 5 10 6 5 3712 1040 3676 1030 3700 901 930 3696 3660 L 2 3 6 3 6 6 6 1 0 4 5 1 0 1 6 3780 CARLSBAD FIRST BAPTISTCHURCH OFCARLSBAD CA 15367-120360 15367-120350 15 3 6 0 - 1 2 0 3 5 5 15 3 7 5 - 1 2 0 3 5 5 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 7 - 1 2 0 3 5 5 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 12' 163' 12' 1 8 ' 3' 13' 2 0 ' 2 0 ' 25' 2 9 ' 3' 4' 3' 75' 4 4 ' 1' 269' 2 2 ' 1 5 ' 5 7 ' 4' 4' 6 1 ' 5' 14' 1 4 ' 1 8 ' 23' 21' 2 5 ' 3' 61' 160' 1 3 5 ' 21' 20' 17' 3' 13' 16' 42' 273' 7 2 ' 230' 37' 29' 1 0 ' 20' 20' 2' 5' 7' 18' 2 6 ' 8 ' 151' 16' 230' 15'15' 83' 2 ' 22'25' 4' 3' 15' 2 9 2 ' 26' 3' 3 8 ' 62' 26' 18' 25' 100' 4 0 ' 18' 15' 2 6 8 ' 53' 205' 8' 1 2 ' 8' 2' 1 7 ' 19' 2 2 ' 1 2 ' 2 9 2 ' 3' 5 9 ' 1' 7 9 ' 6 1 ' 7 4 ' 19' 2 0 ' 1 0 ' 7 0 ' 80' 3'76' 4 0 ' 6 ' 6 ' I N T E R S T A T E 5 P I O P I C O D R MAGNO L I A A V E PALM A V E 36 3 0 3651 1065 3 6 6 7 1 0 4 0 3 5 6 8 3 6 1 0 1 0 3 0 3659 3643 1 0 5 1 1 0 6 5 3640 3666 1 0 8 0 3 6 5 5 3663 36 0 6 3570 1031 1 0 5 5 1 0 5 0 10 9 8 1016 1 0 6 0 1 0 7 0 3647 CARLSBAD 15367-120365 15367-120355 15 3 6 0 - 1 2 0 3 6 0 15 3 7 5 - 1 2 0 3 6 0 5/ 4 / 2 0 2 0 Pr i n t e d B y : Pr i n t e d D a t e : Ma p N u m b e r : ek a u f m a 1 Ma p T y p e : Ga s A s s e t M a p 15 3 6 7 - 1 2 0 3 6 0 I 40 Feet SD G & E i s p r o v i d i n g t h i s m a p t o y o u a s a c o u r t e s y . S D G & E d o e s n o t r e p r e s e n t t h a t t h e i n f o r m a t i o n co n t a i n e d h e r e i n i s a c c u r a t e . S D G & E d i s c l a i m s a l l w a r r a n t i e s , e x p r e s s o r i m p l i e d , i n c l u d i n g t h e w a r r a n t y of f i t n e s s f o r p a r t i c u l a r p u r p o s e . Y o u a r e s o l e l y r e s p o n s i b l e f o r s e l e c t i n g t h i s m a p t o u s e a n d y o u a r e s o l e l y re s p o n s i b l e f o r a n y c o n s e q u e n c e s r e s u l t i n g f r o m y o u r u s e . Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 " " " " " " ǫ ǫ ǫ ǫ ǫ ǫ " " " " ǫ ǫ ǫ ǫ " " ǫ ǫ " " " " " " " " ǫ ǫ ǫ ǫ ǫ ǫ ǫ ǫ "ǫ " " " " " ǫ ǫ ǫ ǫ ǫ O R = m ^ f o OR=m^ f o OR=m^ fo OR=m^ f o OR=m^ f o ) AG U A L A G O O N 12/ 4 k V Y Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % % % % % % % %% % % % % % % !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( F !( !( !( !( !( !( !( ǡ Ś Ś Ś Ś Ś Ś Ś Ś Ś Ś ÉG ÉG åO ÉG ÉG J J J J J J J J J J q q "p% !q% !q% "p% "p% "p% "p% q "p% "p% !q% !q% q "p% q q "p% "p%!q% !q% "p% "p% "p% !q% "p% q Î, p !q% "p% q q !q% "p%pp !q% !q% zz\z z {zn ȏ ȏ Îl Îk Îl Îƙ Îk Îƙ Îk Îƙ Îl Îl Îl Îk ÀÀ JGd JGd << D < DD<D<: D D D < D D D\ < < D D DD D D D <Î? < D D DD < D D D D << D < <D D À À À À À Ȍ Ȍ À Ȍ Ȍ À À À À À Ȍ mNOO R R V mOTO S R mOOP O N mOMV R N mNOQ O R O mONVPM mORVRSg mOONQVU mNOPQTN mPOR S M V mNOT P O R mORVRR mONTPMM i P O O V U O mOOV M N M mOQU U N mORUUNT mOONRMP mOSQNR mORVUNU mORO M O mOMV R O mNOV Q T M g mNOM N R R mPORRRQ mOOP O O mONV O R mOMV R M mNOR Q Q U g mNOR Q Q S mONVPP mOMP Q R R mONTQNM mNOQ M N Q mOONRSMmOONQVV mONTPVO mNOU U T O g mONV O U mNOPSTQ mPOP T R P mOQSTQ mNOR Q Q R g mNONUOU mONT O U T mOUU Q M mOOR R Q mOQU U S mNON R S T mNVU O M P mOUT T V mOVP S Q mONV O S mOOT Q N P mOOTOTT mNOM U O U mOONSO i P T T V U N mOO T O O O mNOOPSP mNOV N T T mONVOV mNOQ O R mNOM N R R mOOP U O mOOMRNS mOON S P aNPOONT aPSS P R S S P Q Q aPSS U U S S P R R aNNRURO aNNQRQM aPSS O M S S P M M aPS S S R S S P U S aNMROOM aPSQVNSSQSN aNVQRPPaNNQRQN aO N U O U P aPSN V S S S Q O V aOPRSTOaNPVNUMaNPTSVO aPSS R N S S P S O aNNQRPT aPS S Q T S S P S O aPSS T R S S P U T aOONOVS aPSS S T S S P P Q aNPTSVN aNNQRPU aNNQRPV aOPRSTVaNPOONU aPSS V P S S P S Q aON O N M P aPSS T S S S P Q R aNV R V P T aPSN V S S S Q M V aPSQVMSSQSNaNPOONSaPSTPVSSPQN aNO P V V T aPS T M N S S P R U aPST N M S S P Q M aPST N P S S P Q R aPSO P R T M Q R M aPSS S M S S P V U aPSN V N S S Q N N aNMRMTU aOPRSTN aNPSUVP ePSS P R S S P Q O peQ T M V N P ePSN V M S S Q N M peOPRTMOU eNOTSOP eNOQOTQePSTNOSSPQR peQ T M V M O peQTMVQN peQTNOON ePSS S Q S S P P S ePSTQPSSPMT peQ T N O P S peQ T N O R M eNNQVMR ePSS T S S S P Q O peQTMUTV peQT M U T T eNMRPRP peQ T N O N V peQ T N O R P eNPUQVV pe O P T N U T O peQT M U U Q peQTMUUR j P S T N Q S S P Q T peQ T M V M R peQTNOSV peQ T M U V N peQ T M U V P peQTMVMN peQ T M S N U peQTMUVU ePS S N N S S P V S peQTNOPR ePS O S S S S O Q U ePSTQRSSPMSpeQTMUUP eNMRPRO ePSS T P S S P U U eNMORMV peQ T N O P P peQTNOQV peQTNOSQ TUNJ Q O T N=J=OR = k a p TUNJ Q P R N=J=PM M = e _ p ` a N J O U R N=J=RM=pap TUNJRUQN=J=TR=ew_TUNJRURN=J=OOR=ej _ TUNJ O N S N=J=R M = k a p TUNJNVUN=J=PMM=e_p TUNJNVQN=J=NRM=ewp ` a N J U S N=J=TR = t w m TUNJ ^ d N NOMM M = L = O Q M M L Q N S M v L O Q M M ` a N J T P N=J=TR=pap TUNJ Q M Q N=J=OR = e b ` a N J N P R N=J=TR = t ` a N J P M N=J=RM=t ` a P J N O P O=J=OR = t N=J=RM = t TUNJ N M T O=J=TR = e a p TUNJNVTN=J=OOR=ewp TUN J V S N=J= N M M = e a p N=J= O R = e a a ^d N J V P N=J=R M = p a p TUNJRUVN=J=NMM=k qp TUNJ Q P S N=J=RM M = e _ p TUNJNVSN=J=RM=k a p ^d N J U P N=J= O R = p a p ^d N J R Q N=J=P T K R = t ^d N J U S N=J=R M = t ^d N J U N N=J=RM = p a p ` a P J N V T O=J=OR = t N=J=R M = t TUNJSRMN=J=OR=k a p TUNJRUSN=J=OOR=ew_ TUNJ Q O V N=J=RM M = e _ p TUNJ Q P M N=J=T R = k q p TUNJOVUN=J=NRM=e_p TUNJQPUN=J=NRM=e_p TUNJ S R Q N=J=TR = e w p ^d N J R N N=J=O R = t ` a N J N P Q N=J=NR=tN=J=PTKR=t ` a N J N M S N=J=TR=tN=J=RM=t ` a N J N M R N=J=OR=tN=J=RM=tTUNJQUUN=J=PMM=e_pTUNJQUTN=J=TRM=ek p TUNJ P V T N=J=RM = e b TUNJ Q M N N=J=TR = e b TUNJ N M U N=J=OR = k p a TUNJ R O N=J=T R = e _ p TUNJ Q M R N=J=R M = e b ^d N J V M N=J=RM = p a p ` a N J O U Q N=J=RMM=mwp TUNJ Q O U N=J=RM = k a p TUNJNVPN=J=NRM=ehp TUNJOMPN=J=TR=k p i ^d N J R P N=J=N R = t ^d N J R O N=J=RM = t TUN J T V N N=J= N R M = e w p ` a N J N P U N=J=TR=mwp ` a N J N M M N=J=OR=t TUNJ Q M S N=J=R M = e b ` a N J N U ` a N J O U T TUNJ N R ` a N J q O J ` a P ` a N J O U S ml p = P = T U N J R ml p = O = T U N J Q ` a P J O V ml p = Q = T U N J S = l m b k ml p = N = T U N J P TUN=@O=^ i =Pˉ ` k =PSMDTUN=@O=^ i =Pˉ ` k =NQMDTUN=@O=^ i =Pˉ ` k =UMD TUN=OL M = ^ i = P ˉ ` k = N P Q D ` aN=NMMM=^ i =Pˉ ` k =PNMD ` aP=NMMM=^ i =Pˉ ` k =RRMDTUN=@O=^ i = P ˉ ` k = N O M D TUN=OL M = ^ i = P ˉ ` k = N V M D TUN=@ O = ^ i = u ˉ ` k = P P M D T U N = @ O = ^ i = P ˉ ` k = Q M M D TUN=@O=^ i =Pˉ ` k =SUOD T U N = O L M = ^ i = P ˉ ` k = P T V D T U N = O L M = ^ i = P ˉ ` k = P U R D T U N = @ O = ^ i = O ˉ ` k = O T P D TUN=@O=^ i =Pˉ ` k =PRSD TUN=OL M = ^ i = P ˉ ` k = N V O D TUN=@O=^ i = N ˉ ` k = N R M D TUN=O L M = ^ i = P ˉ ` k = P M M D ` aN=@O=^i =uˉ ` k =OSQD TUN=OLM=^ i =Pˉ ` k =NPMDTUN=OLM=^ i = P ˉ ` k = O V O D TUN=O L M = ^ i = P ˉ ` k = P M Q D TUN=@O=^ i =Pˉ ` k =NQRD T U N = O L M = ^ i = P ˉ ` k = O M R D ^d N = @ O = ^ i = N ˉ ` k = N O M D T U N = @ O = ^ i = v ˉ ` k = S O D T U N = @ O = ^ i = w ˉ ` k = P M M D TUN=TRM=^ i = P ˉ ` k = S S S D TUN=OLM=^ i =Pˉ ` k =PPUD TUN=OLM=^ i =Pˉ ` k =NOND ` aN=@O=^i =Pˉ ` k =OQSD ` aN=NMMM=^ i =Pˉ ` k =NUMD TUN=@O = ^ i = N ˉ ` k = N U S D T U N = T R M = ^ i = P ˉ ` k = S V N D TUN=@ O = ^ i = P ˉ ` k = N Q Q D TUN=OLM=^ i = P ˉ ` k = S M P D TUN=@O=^ i =uˉ ` k =NVMDTUN=@O=^ i =Pˉ ` k =PNRD T U N = O L M = ^ i = P ˉ ` k = S P M D TUN=OLM=^ i = P ˉ ` k = N M V D ^d N = @ O = ^ i = N ˉ ` k = O N S D ` aP=NMMM=^ i =Pˉ ` k =OMMD ` aP=NMMM=^ i =Pˉ ` k =OMSD TUN=OLM=^ i = P ˉ ` k = N N M D TUN=@ Q = ` r = P ˉ k ^d N = @ Q = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k T U N = @ Q = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k TUN=@ S = ` r = P ˉ k ^d N = @ Q = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k ` aN=PLM=^ i =Pˉ k ` a N = P L M = ^ i = P ˉ k ^ d N = Q L M = ` r = P ˉ k TUN=@Q = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` aN=NLM=` r =Pˉ k ` a N = @ Q = ` r = P ˉ k ` aN=PLM=^ i =Pˉ k T U N = Q L M = ` r = P ˉ k ^d N = @ Q = ` r = N ˉ k ` aN=PLM=^ i =Pˉ k TUN=@Q = ` r = O ˉ ` aN=PLM=^ i =Pˉ k T U N = Q L M = ` r = P ˉ k TUN=@ Q = ` r = P ˉ ^d N = Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k ` aP=PLM=^ i =Pˉ ` a P = P L M = ^ i = P ˉ T U N = @ Q = ` r = O ˉ ^ d N = Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k ^d N = @ S = ` r = N ˉ k ` aN=PLM=^ i =Pˉ k ` aP=PLM=^ i =Pˉ T U N = @ S = ` r = O ˉ TUN=@Q = ` r = P ˉ ^ d N = Q L M = ` r = P ˉ k ` aN=NLM=` r =Pˉ k ` a N = P L M = ^ i = P ˉ k T U N = @ S = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k TUN=P = J = _ o d a TUN= O = J = N M ^ TUN = P = J = N R M ^ ^d N = N = J = P M ^ TUN= P = J = O M ^ ` a N = P = J = N R M ^ ^d N = N = J = T R ^ TUN= P = J = U M ^ ` a N = P = J = O M ^ ` a N = P = J = N R M ^ TUN=P = J = P M ^ ^d N = P = J = N R M ^ ` a N = P = J = N M M ^ TUN=P = J = N R M ^ TUN=P=J=UM^` a N = P = J = N R ^ OJPLM= r p^= ^i NJPLM=r p ^= ^i= NJNLM=r p ^= ^i O JN LM= r p ^= ^ i OJ @ O= r p^= ^i O J@O= r p ^= ^i OJ N LM=_Kp q o a=`r= NJ @O=_Kp q o a=`r=k NJ @ U=p p `=`r=`r= N J @U=p p`=`r=`r=k OJ @ O=p p`=`r=`r= N J @O=p p`=`r=`r=k OJ @O=p p `=`r=`r= N J @O=p p `=`r=`r=k PMTS PRQ PQN PVV PMMN PNSM PRR PSP PTT PMUM PUN POR PNQM PVN PMQM OMN PNPQ POV PVM PTN PMQR PMNS PVP PPS C A R L S B A D B L V D C A R L S B A D B L V D CARL S B A D VILLA G E OAK A V E CARLS B A D VILLA G E D R CARLS B A D VILLA G E CA R L S B A D B L V D LI N C O L N S T W A S H I N G T O N OAK A V E LI N C O L N S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P P M J N O M P S R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPPMJNOMPSM NR P O O J N O M P S R NRPPMJNOMPTM NR P P T J N O M P S R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 \ \ " " ǫ ǫ\ \ \ \ \ \ " " " " " ǫ ǫ ǫ ǫ ǫ \ \ \ \ \ \ \ \ \ \\ " " " " " " " " ǫ ǫ ǫ ǫ ǫ ǫ ǫ ǫ\\ \ \ " " " ǫ ǫ ǫ "ǫŨ Ũ\ OR=m^ f o O R = m ^ f o O R O R = m ^ f o OR O R Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % % % %% % %% % %% % % % % % % % % % % % % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś ŚÉG åO ÉG ÉG J J J J J J J J !q% q "p%!q% "p% !q% !q% !q% "p% q !q%!q% "p% !q%"p% q "p% "p% !q% !q% "p% "p% q q "p% "p% !q% "p% "p% "p% "p% !q% !q% "p% q p "p% "p% p p "p%!q% z z\ z { z n ȏ Îk Îl Îk Îƙ Îk Îk Îƙ Îk Îƙ Îl Îl Îk JGd JGd << D D < D < < D D < D < : D < < D D D < D < <<< D D D <<: D < Î? : < < D D D < D D D D < D < < < < D D À À À À À À À Ȍ À Ȍ À À À Ȍ À Ȍ À À À À À Ȍ mNOO R R V mONUOM mOTO S R mNOQ O R O mONV P M mORV R S g mOO N Q V U mNOP Q T N mPOR S M V mNOT P O R mNOTTQO mOR V R R mONT P M M mOUTMTmNVQOPP mPQVUS mOR U U N T mOON R M P mOS Q N R mOR V U N U mOMV R O mOMTPNM mNOM N R R mPOR R R Q mNOR Q Q S mONV P P mOMP Q R R mONT Q N M mOON R S M mOON Q V V mONT P V O mNOU U T O g mONV O U mNOP S T Q mOQS T Q mNOR Q Q R g mNON U O U mONT O U T mOUU Q M mOOR R Q mNON R S T mNVU O M P mOUT T V mOVP S Q mOOT O T T mOON S O i POOVUSmNVQOMR mNOO P S P mON V O V mNOQ O R mNOM N R R mOOM R N S mOON S P aNP O O N T aPSS U U S S P R R aNNR U R O aNNQ R Q M aOPRSPN aPSS S R S S P U S aOMPQOM aNMR O O M aPSQVNSSQSN aNV Q R P P aNRSQSM aNNQ R Q N aNMRMTT aPS N V S S S Q O V aO P R S T O aNPOONR aNPV N U M aNPT S V O aPSS R N S S P S O aNNQ R P T aPSS T R S S P U T aOON O V S aPSS S T S S P P Q aNPT S V N aNRSQTR aNNQRPU aNNQRPV aNMPMMP aOP R S T V aNPOONUaNRSQTU aPS S V P S S P S Q aNMRMTS aON O N M P aPSS T S S S P Q R aNVR V P T aPSN V S S S Q M V aOMRRSS aPSQVMSSQSN aNPO O N S aPST P V S S P Q N aPST M N S S P R U aPST N M S S P Q M aPS T N P S S P Q R aPS O P R T M Q R M aPS S S M S S P V U aNSUVPQ aPSPQSSSQQQaNRSQUMaNRSQTV aNMR M T U aPSPRQSSQMN aPSPOVSSQNU aPSPQRSSQOS aOP R S T N aPSVOMSSQTR aNPS U V P eNNPPQQ peQ T M V N P peQTMVRP peQTNOOU peQTNOPO pe O P R T M O U eNOT S O P peQTNOSR peQTNOTU eNOQ O T Q peQTMUUO ePS T N O S S P Q R peQ T M V M O peQTMVQN peQ T N O O N ePSPOUSSQNT peQTNORQ ePSS S Q S S P P S ePST Q P S S P M T eNMORMT eNMORMU peQTNONS eNNQ V M R ePSS T S S S P Q O peQ T M U T V eNMR P R P peQTMVMM peQTMVPM j P S P P U S S P U O peQ T N O N V eNP U Q V V peQTNOTOpeQTMSMOpeQTMSMV peQ T M U U R j P S T N Q S S P Q T peQTMVRO ePSPRTSSQNR peONSOVTM peQTNOQO peQTNOQQ ePSPOQSSQQP peQ T N O S V peQTMSNO peQ T M U V N peQTMUUV peQ T M U V P peQTMVMN peOOQQTTP peQTMVPQ peQTMVRN peQTMVSNeNONPPR peQ T M S N U peQ T M U V U peQTMVNN ePSPQUSSPVP peQ T N O P R peQTNOTM ePSO S S S S O Q U ePST Q R S S P M S peQ T M U U P eNMR P R O ePSS T P S S P U U eNMO R M V peQTMVRV peQTNOQV peQ T N O S Q TUNJ Q O T N=J=OR = k a p TUNJ Q P R N=J=PM M = e _ p ` a N J O U R N=J= R M = p a p TUNJ R U Q N=J=TR = e w _ TUNJSMVN=J=NRM=ew_ TUNJ R U R N=J=O O R = e j _ TUNJSMUN=J=OOR=ew_ TUNJ N V U N=J=PM M = e _ p TUNJNVQN=J=NRM=ewp ` a N J U S N=J=T R = t w m TUNJ ^ d N NOMM M = L = O Q M M L Q N S M v L O Q M M ` a N J N M N N=J=TR=mwp ` a N J T P N=J=TR = p a p TUNJ Q M Q N=J=O R = e b ` a N J N P R N=J=T R = t ` a N J P M N=J=RM = t ` a P J N O P O=J=OR = t N=J=R M = t TUNJSMTN=J=RM=k ap TUNJ N M T O=J=TR = e a p TUNJ N V T N=J=OO R = e w p ` a N J T R N=J=RM=pfaN=J=OR=pfa TUN J V S N=J= N M M = e a p N=J= O R = e a a ^d N J V P N=J=RM = p a p ` a P J N V V N=J=NRM=mwp TUNJORMN=J=OR=eap TUNJ R U V N=J=NM M = k q p TUNJ Q P S N=J=RM M = e _ p TUNJNVSN=J=RM=k a p ^d N J U N N=J=R M = p a p ` a P J N V T O=J=OR = t N=J=RM = t TUNJ S R M N=J=OR = k a p TUNJOUMN=J=RM=k a p TUNJ R U S N=J=OO R = e w _ TUNJ Q O V N=J=R M M = e _ p TUNJ Q P M N=J=TR = k q p TUNJ O V U N=J=NR M = e _ p TUNJ Q P U N=J=N R M = e _ p ` a N J R T N=J=OR=tTUNJNPNMN=J=TR=e_p TUNJ S R Q N=J=TR = e w p ^d N J R N N=J=OR = t ` a P J T R N=J=TR=pap ` a N J N P Q N=J=NR = t N=J=P T K R = t ` a N J N M S N=J=TR = t N=J=RM = t ` a N J N M R N=J=O R = t N=J=RM = t TUNJQUVN=J=RM=k qp TUN J Q U U N=J= P M M = e _ p TUNJ Q U T N=J=TR M = e k p TUNJ P V T N=J=R M = e b TUNJ Q M N N=J=TR = e b TUNJ Q M R N=J=RM = e b ` a N J O U Q N=J= R M M = m w p TUNJRTN=J=NRM=e_p TUNJ N V P N=J=NR M = e h p TUNJ O M P N=J=TR = k p i ` a N J T Q N=J=TR=pfa TUN J T V N N=J= N R M = e w p ` a P J N U V N=J=TR=pap ` a P J R N N=J=TR=pap ` a N J N P U N=J=TR = m w p ` a P J T M N=J=TR=pfa ` a N J N M M N=J=O R = t ` a N J N U ` a N J O U T TUNJ N R ` a N J q O J ` a P ` a N J O U S ml p = P = T U N J R ml p = O = T U N J Q ` a P J O V TUNJQR ml p = Q = T U N J S = l m b k ml p = N = T U N J P TUN=@ O = ^ i = P ˉ ` k = P S M D TUN=@O=^ i =Pˉ ` k =QOSD TU N = @ O = ^ i = P ˉ ` k = N Q M D TUN=@O=^ i =Pˉ ` k =OSMD TUN=@ O = ^ i = P ˉ ` k = U M D TUN=@O=^ i =Pˉ ` k =NVQD ` aP=OLM=^ i =Pˉ ` k =PUMD ` a N = N M M M = ^ i = P ˉ ` k = P N M D ` aP=OLM=^ i =Pˉ ` k =PPMD ` a P = N M M M = ^ i = P ˉ ` k = R R M D TUN=@O=^ i = P ˉ ` k = N O M D TUN=O L M = ^ i = P ˉ ` k = N V M D TUN=@O=^ i =uˉ ` k =NVSD T U N = @ O = ^ i = P ˉ ` k = Q M M D ` aN=TRM=^ i =Pˉ ` k =SOQD` aN=@O=^i =Pˉ ` k =OMQD ` aP=@O=^i =Pˉ ` k =SQD TUN=OLM=^ i = P ˉ ` k = Q N S D TUN=@ O = ^ i = P ˉ ` k = S U O D T U N = O L M = ^ i = P ˉ ` k = P T V D T U N = O L M = ^ i = P ˉ ` k = P U R D T U N = @ O = ^ i = O ˉ ` k = O T P D TUN=@O = ^ i = P ˉ ` k = P R S D TUN=O L M = ^ i = P ˉ ` k = N V O D T U N = @ O = ^ i = N ˉ ` k = N R M D ` a N = @ O = ^ i = u ˉ ` k = N Q O D ` a N = @ O = ^ i = u ˉ ` k = O S Q D ` aP=TRM=^ i =Pˉ k =POSD TUN=OLM = ^ i = P ˉ ` k = N P M D TUN=@O=^ i = P ˉ ` k = N T Q D TUN=OLM=^ i = P ˉ ` k = O V O D T U N = @ O = ^ i = P ˉ ` k = N Q R D T U N = O L M = ^ i = P ˉ ` k = O M R D ` a P = O L M = ^ i = P ˉ ` k = O P M D TUN=TRM=^ i = P ˉ ` k = S V R D T U N = @ O = ^ i = v ˉ ` k = S O D T U N = T R M = ^ i = P ˉ ` k = S S S D TU N = O L M = ^ i = P ˉ ` k = P P U D T U N = O L M = ^ i = P ˉ ` k = N O N D ` aN=OLM=^ i =Pˉ ` k =OVMD ` aP=@O=^i =vˉ ` k =VSD ` a N = @ O = ^ i = P ˉ ` k = O Q S D ` aN=TRM=^ i =Pˉ k =OVMD ` aN=OLM=^ i =Pˉ ` k =SOQD ` a P = T R M = ^ i = P ˉ k = O N T D TUN=@O=^ i =v wˉ ` k =NQOD ` a N = N M M M = ^ i = P ˉ ` k = N U M D TUN=@ O = ^ i = N ˉ ` k = N U S D T U N = T R M = ^ i = P ˉ ` k = S V N D TUN=@O = ^ i = P ˉ ` k = N Q Q D TUN=@O=` r =Pˉ ` k =ONUDTUN=@O=^ i = N ˉ ` k = U M P D T U N = O L M = ^ i = P ˉ ` k = S M P D TUN=@O=^ i = u ˉ ` k = N V M D TUN=@O=^ i = P ˉ ` k = P N R D T U N = O L M = ^ i = P ˉ ` k = S P M D TUN=O L M = ^ i = P ˉ ` k = N M V D ` aP=NMMM=^ i =Pˉ ` k =QNMD ^d N = @ O = ^ i = N ˉ ` k = O N S D ` a P = N M M M = ^ i = P ˉ ` k = O M M D ` a P = N M M M = ^ i = P ˉ ` k = O M S D TUN=OLM=^ i = P ˉ ` k = N N M D TUN=@ Q = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k T U N = @ Q = ` r = P ˉ k TUN=@S = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k TUN=@Q = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = @ Q = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k T U N = Q L M = ` r = P ˉ k ` a P = P L M = ^ i = P ˉ ` a P = P L M = ^ i = P ˉ T U N = @ Q = ` r = O ˉ ^d N = @ S = ` r = N ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ T U N = @ S = ` r = O ˉ ` a N = N L M = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = @ Q = ` r = N ˉ k T U N = @ S = ` r = P ˉ k TUN=P = J = _ o d a TUN= O = J = N M ^ TUN=P = J = O M ^ ` a N = P = J = N R M ^ TUN= P = J = U M ^ ` a N = N = J = O R ^ ` a N = P = J = O M ^ ` a N = P = J = N R M ^ TUN=P=J=NRM^ TUN= P = J = P M ^ ^d N = P = J = N R M ^ ` a N = P = J = N M M ^ TUN= P = J = N R M ^ TUN=P=J=UM^TUN=P=J=NRM^ ` a N = P = J = N R ^ OJPRM=r p^= ^i N JPL M= r p ^= ^i= N J N L M= r p ^= ^iNJPLM=r p ^=^i= NJ P R M=r p ^=^i OJ@O=_Kpqoa=`r=NJ@Q=_Kpqoa=`r=k OJ@S=pp`=`r=`r=NJ@S=pp`=`r=`r=k OJ@Q= p p `= ` r= ` r= NJ@Q= pp`= ` r= ` r= k O JN LM=_Kp q o a=`r= N J@O=_Kp q o a=`r=k PVR OVSV OVVR PVV i =S QNT QRT PRR PSP PTT PMM POR PMM PMPN PVM PMNS C A R L S B A D B L V D S T A T E C A R L S B A D B L V D CARL S B A D V I L L A G E D R CARL S B A D V I L L A G E D R W A S H I N G T O N W A S H I N G T O N I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P P M J N O M P T M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPPMJNOMPSR NR P O O J N O M P T M NRPPMJNOMPTR NR P P T J N O M P T M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 O R = m ^ f o Y Y Y Y Y Y Y Y % % %% % % %% %% % % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś "W \ \ \ J J J J J J J J J J J q q q q "p%!q% !q% "p% !q%"p% !q% !q% !q% !q% "p% "p% !q% q "p%q qƔ !q% q "p%p !q% "p%q Î, q q !q% !q% !q% q !q% p !q%z z zȏ ȏ ȏ Îl Îk ÎkÎk Îƙ Îk Îƙ Îl Îk Îl Îƙ Îl Îl Îl Îk e ÀÀ JGd JGd JGd JGd JGd JGd D D D D D D D D D D DD D D D D\ : D D D D D D : D D D D D D : < < D D D D<< D D D < D D D < D D À À Ȍ mOTO S R mOOP O N mOMV R N mOSU O P mNOQORO mNON M P U mNOPQTN mOTT S O mNOT N U P mOQSTS mOOT R T mNOTUUQ mNOO O R S mNSM Q P P mNOP S M S mOQSTO mNVR T O M mOOT R S mNOTUQN mOOV M N M mOQU U N mNO N R P P mONU P O mORO M O mNORMPR mNVQVSTmOMVRO mOSO O R mNOV Q T M g mNOM N R R mOMV Q U mOQU U O mNOO U P P mOTNMP mOOP O O mONV O R mOON N P S mOMV R M mNOR Q Q U g mNORQQS mOMPQRR mNON R P N mNOQ M N Q mOONRSM mOPS O R mOUM Q T mOR R N N T mNOU U T O g mONVOU mOQP P Q mPOP T R P mNO R Q Q V mOQSTQ mNORQQRg mONTOUT mOQSTN mOVM T P mOMQQPVmOORRQ mOQU U S mNONRST mNVU O M P mOUTTV mOMS T N mOVP S Q mONV O S mOOT Q N P mOM V Q V mNOM U O U mNO N R P O mOONSO mONTORO mOMQ Q Q M mOMRUPPmNORTMOg i P T T V U N mOO T O O O i P O O V U M mNOV N T T mNOO O R R mONVOVmNOQOR mNOM N R R mOOP U O mNOT P U R g mOON N Q mOONSP aPSS O M S S P M M aPSS S R S S P U S aPSN M M S S Q S R aNRUMQM aNRU M P V aON U O U P aPSN V S S S Q O V aNVQQUQaPSSTRSSPUTaNVQQST aPSN S S S S R O M aPS N P M S S R M P aNVQ Q U V aPSN M P S S R M V aPSS M V S S P V Q aPR U T N S R V Q P aPS N N T S S Q T P aNVQQSR aPSN T R S S R N M aNVQ R M N aPSSVPSSPSQaONONMP aPSN M M S S Q T M aNR U M P U aNV R M T U aPSR T Q S S Q M T aNVRVPT aPSN V S S S Q M V aPRU U P S R V R T aPSN T M S S R N M aPSN S R S S R N V aPSR V O S S Q M N aPSTNMSSPQMaPSTNPSSPQRaPSOPRTMQRM aPSS S M S S P V U aPS N V N S S Q N N aNVQQUT aON T N O N aPS N P M S S R S M peQ T M V M S peQTMVNP peQ T M V N V peQ T M V N U ePSN V M S S Q N M peQ T N R V O peQ T N R V R peQ T N O U P peQTNOVS peQ T N R Q T peQTNRTP peQTNRVM peQ T N R V U peQ T M V Q O peQ T N O P S ePRU T R S R V Q V peQ T N O R M peQT N O V N eNOQOTO peQ T N R U R peQT N S M O ePSR U T S S Q M N peQ T N O N V peQ T N O R P pe O P T N U T O peQ T M V M R peQ T M V N M peQT N R U U eNO Q O T M ePSN O R S S R T M peQTNRSO peQTNRSUpeQTNRSP peQ T N R U N ePSS N N S S P V S pe O N U R O S P peQ T N O P T eNOQNVQePSSTPSSPUU peQT N O P P peQTNRQU peQ T N S M T TUNJ Q P Q N=J=R M = k q p TUNJ S R N=J=N R M = e _ p TUNJ P U Q N=J=T R = k q p TUNJ Q Q M N=J=T R = e _ p ` aNJUSN=J=TR=t wm TUNJ^ d N NOMM M = L = O Q M M L Q N S M v L O Q M M TUNJQMQN=J=OR=eb TUNJ U S N=J=N M M = e a p ` aNJNPRN=J=TR=t ` a P J N O P O=J=OR=tN=J=RM=t ` a P J N O P=J=RM=t TUNJSNON=J=OOR=ew_TUNJSQRN=J=RM=k a p TUNJ N P M T N=J=RM = e TUNJ R S N=J=OR = e a p TUNJ S Q P N=J=R M = k a p TUNJNMTO=J=TR=eap TUNJ V M N=J=O R = e a p TUNJ Q P V N=J=T R M = e _ p TUN J V S N=J= N M M = e a p N=J= O R = e a a ^d N J R R N=J=RM = t ^d N J V P N=J=RM = p a p TUNJ R R N=J=O R = e a p ^d N J U P N=J= O R = p a p ^d N J U U P=J=O R = t ^d N J R Q N=J=PT K R = t ^d N J U S N=J=RM = t ^d N J U N N=J=RM = p a p ` a P J N V T O=J=OR=tN=J=RM=t TUNJ S Q N=J=OR = k q p TUNJ N S M N=J=O R = e b TUNJSRNN=J=TR=ewp TUNJ V V N=J=O R = e a a TUNJ S Q S N=J=OR = k a p TUNJQPUN=J=NRM=e_p ^d N J R S N=J=RM = t TUNJSRQN=J=TR=ewp ^d N J R N N=J=OR = t ` a N J N P Q N=J=NR=tN=J=PTKR=t TUNJ Q P P N=J=RM = k q p ` a N J N M R N=J=OR=tN=J=RM=t TUNJSQQN=J=OR=k a p TUNJ Q P O N=J=O O R = e w p TUNJR O N=J=TR = e _ p TUNJQMRN=J=RM=eb ^d N J V M N=J=RM = p a p TUNJSPQN=J=OR=k a p TUNJSNN N=J=NR = k a p ^d N J R P N=J=NR = t ^d N J R O N=J=RM = t TUNJTVNN=J=NRM=ewp TUN J U O P N=J= R M = k q p TUNJ Q M S N=J=RM = e b TUNJ P M S N=J=O O R = e j i TUNJS P M N=J=RM = p f a ` a N J S TUNJ N R ` a P J V ` a P J U TUNJ R M TUN=OL M = ^ i = P ˉ ` k = N P Q D T U N = @ O = ^ i = u ˉ ` k = N O M D TUN=@O = p l i = ^ i = u ˉ ` k = P M M D TUN=@O=^ i = N ˉ ` k = O R M D TUN=@O=^ i =Nˉ ` k =OPMD TUN=@O=^ i =Nˉ ` k = O N O D T U N = @ O = ^ i = P ˉ ` k = N Q S D TUN=@O=^ i =uˉ ` k = N N U D TUN=O L M = ^ i = P ˉ ` k = P M M D ` a P = N M M M = ^ i = P ˉ ` k = P M R D T U N = @ O = ^ i = O ˉ ` k = N S S D T U N = @ O = ^ i = O ˉ ` k = P O R D T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=O L M = ^ i = P ˉ ` k = O O R D T U N = O L M = ^ i = P ˉ ` k = O M R D ^d N = @ O = ^ i = N ˉ ` k = N O M D TUN=@ O = ^ i = N ˉ k = V M D T U N = @ O = ^ i = O ˉ ` k = O N S D ` aN=OLM=^ i =Pˉ ` k =QVMD ` a N = O L M = ^ i = P ˉ ` k = R Q R D TUN=@ O = ^ i = N ˉ ` k = N Q O D T U N = O L M = ^ i = P ˉ ` k = N U O D TUN=OLM=^ i = P ˉ ` k = N O N D TUN=@O=^ i =Pˉ ` k =OVOD` a N = N M M M = ^ i = P ˉ ` k = P O M D TUN=OLM=^ i =Pˉ ` k =QVMD T U N = @ O = ^ i = O ˉ ` k = N N R D TUN=TRM=^ i = P ˉ ` k = S V N D TUN=@O=^ i =Pˉ ` k =NQQD T U N = @ O = ^ i = u ˉ ` k = P O S D TUN=@O=^ i =Pˉ ` k =OPMD T U N = @ O = ^ i = P ˉ ` k = N T M D ` a P = N M M M = ^ i = P ˉ ` k = P M M D T U N = O L M = ^ i = P ˉ ` k = N U M D TUN=OLM=^ i = P ˉ ` k = S P M D TUN=OLM=^ i =Pˉ ` k =NMVD ^d N = @ O = ^ i = N ˉ ` k = O N S D TUN=@O=^ i =Nˉ ` k =NTRD TUN=OLM=^ i =Pˉ ` k =QVMD T U N = O L M = ^ i = P ˉ ` k = R Q R D T U N = @ O = ^ i = N ˉ ` k = N P M D TUN=@Q=` r =Pˉ k ^d N = @ Q = ` r = N ˉ k ^ d N = @ S = ` r = P ˉ k TUN=Q L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k ^ d N = @ Q = ` r = N ˉ k ^ d N = Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k TUN=@S=` r =Pˉ k ^d N = @ Q = ` r = N ˉ k ` aN=PLM=^ i =Pˉ k TUN=@Q = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k TUN=@Q=` r =Pˉ k` aN=NLM=` r =Pˉ k ` aN=PLM=^ i =Pˉ k TUN=@ Q = ` r = P ˉ k TUN = @ Q = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k ^d N = @ Q = ` r = N ˉ k T U N = Q L M = ` r = P ˉ k TUN=@ Q = ` r = O ˉ TUN=@ Q = ` r = P ˉ k ` aP=PLM=^ i =Pˉ k T U N = @ Q = ` r = P ˉ T U N = Q L M = ` r = P ˉ k TUN=@Q = ` r = P ˉ ^d N = Q L M = ` r = P ˉ k TUN=Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k ` aP=PLM=^ i =Pˉ` aN=PLM=^ i =Pˉ k` aP=PLM=^ i =Pˉ T U N = @ Q = ` r = P ˉ ` aP=@Q=` r =Oˉ k ^ d N = Q L M = ` r = P ˉ k ^d N = @ S = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k ^d N = @ S = ` r = N ˉ k TUN=@ Q = ` r = O ˉ ` aP=PLM=^ i =Pˉ TUN=@Q = ` r = P ˉ k TUN=@Q=` r = P ˉ k TUN=@ Q = ` r = P ˉ ^ d N = Q L M = ` r = P ˉ k ^d N = @ S = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k ` aN=NLM=` r =Pˉ kTUN=@S=` r = P ˉ k T U N = Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k T U N = @ Q = ` r = P ˉ TUN=@Q = ` r = P ˉ k TUN=@Q = ` r = P ˉ k ` aP=@Q=` r =Oˉ k TUN = P = J = N R M ^ ^d N = N = J = P M ^ TUN=P=J=OM^ TUN=P = J = Q M ^ ^d N = N = J = T R ^ TUN= P = J = U M ^ TUN=P=J=UM^` aN=P=J=OM^ TUN=P = J = N R M ^ TUN= P = J = P M ^ ^d N = P = J = N R M ^ TUN = N = J = N R ^ ` aN=P=J=NMM^ TUN= O = J = P M ^ TUN= O = J = P M ^ TUN=P=J=NRM^ TUN= N = J = S R ^ TUN= P = J = N R M ^ TUN=P = J = N R M ^ P=–=NMM ^ NJ@U=rp^=^i OJPRM= r p ^= ^ i OJP LM= r p ^=^i OJ P R M= r p ^= ^i OJ P R M= r p ^= ^i OJ P R M= r p ^= ^iOJ@Q=t m=`r= N J@Q=t m=`r=k POQQ PORQ POM PTM PPMR PRR PNR i =NP PNT PSO POM PQM POPR PQV PPS PPOT W A S H I N G T O N WALN U T PINE A V E I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P P T J N O M P S M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPPTJNOMPRR NR P P M J N O M P S M NRPPTJNOMPSR NR P Q R J N O M P S M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 "ǫ " " " " " " " " ǫ ǫ ǫ ǫ ǫ ǫ ǫ ǫ OR=m^ f o OR=m^ fo OR=m^ f o OR = m ^ f o Y Y Y Y Y Y Y Y Y % % % % % % % % %%%% % % % % !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(\!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!(!( !( !(!( !( !( !(!( !( !(Ś Ś Ś Ś Ś Ś Ś "W ÉG ÉG J J J J J J J J J J J J J J q q "p% "p% !q% q "p% !q% !q% !q% q "p% !q% !q% "p% "p% !q% q "p% q q "p% "p% p p "p% q Î, p "p% q q !q% "p%pp q !q% p !q% z zz\z z { z z z ȏ ȏ ȏ ȏ ȏ Îl Îk ÎƙÎl Îƙ Îƙ Îk Îƙ Îl Îl Îl Îl Îk ÀÀ JGd JGd JGd JGd JGdD < DD<D D D D D < D D D D D D D\ < : D D D DD : D D D D <Î? : D < < D D DD < D << D D D D < D D < <D D D À À À À Ȍ Ȍ À Ȍ À À Ȍ Ȍ mOTO S R mOOP O N mOMV R N mNOQ O R O mONVPM mORVRSg mOONQVU mNOPQTN mOQSTSmOOTVPO mOOT R T mNOT U U Q mORVRR mONTPMM mOQS T O mNVR T O M mNOVTUV mOOT R S mOTNMO mNOT U Q N mOOV M N M mOQU U N mORUUNT mOONRMP mOSQNR mORVUNU mORO M O mNOR M P R mNVQ V S T mOQPVN mOQSTU mOMV R O mNOV Q T M g mNOM N R R mPORRRQ mNOO U P P mOT N M P mOOP O O mONV O R mOMV R M mNOR Q Q U g mNOR Q Q S mONVPP mOMP Q R R mONTQNM mNOQ M N Q mOONRSMmOONQVV mONTPVO mOUM Q T mOR R N N T mNOU U T O g mONV O U mNOPSTQ mPOP T R P mOQSTQ mNOR Q Q R g mNONUOU mONT O U T mOQS T N mOVM T P mOMQQPV mOQPVM mNOTRNP mOOR R Q mOQU U S mNON R S T mNVU O M P mOUT T V mOVP S Q mONV O S mOOT Q N P mOOTOTT mNOM U O U mOONSO mON T O R O mOQSTT mOTNVV mOMQ Q Q M mOMR U P P mNOR T M O g mOPSVOM i P T T V U N mOO T O O O mNOOPSP mNOV N T T mONVOV mNOQ O R mNOM N R R mOOP U O mOOMRNS mOON S P mOQSTVaNNQRQM aPSS O M S S P M M aPSS S R S S P U S aNMROOM aPSQVNSSQSN aNVQRPP aNRU M Q M aNRU M P V aO N U O U P aPSN V S S S Q O V aOPRSTO aNVQ Q U Q aPSS T R S S P U T aOONOVS aNVQQST aPS N S S S S R O M aNV Q Q U V aNNQRPV aOPRSTV aNV Q Q S R aPSOVMSSRMO aNVQ R M N aPSS V P S S P S Q aON O N M P aNRU M P U aNVR M T U aNV R V P T aPSN V S S S Q M V aPSQVMSSQSN aPSN T M S S R N M aPST N M S S P Q M aPST N P S S P Q R aPSO P R T M Q R M aPSS S M S S P V U aPSN V N S S Q N N aNVQ Q U T aNMRMTU aOPRSTN aNPSUVP aNVQRMO peQ T M V N P ePSN V M S S Q N M peOPRTMOU eNOTSOP eNOQOTQ peQ T N R V R peQTMVQN peQTNOON peQTNOVS peQ T N R T P peQ T N R V M peQ T N R V U peQ T N O P S peQ T N O R M peQTNOUU eNOQ O T O peQ T N S M O peQ T N O N V peQ T N O R P eNPUQVV pe O P T N U T O peQ T M V M R peQTNOSV peQ T N R U U eNOQ O T M peQ T N R S O peQ T N R S U peQ T N R S P peQ T N R U N ePSS N N S S P V S peQTNOPR eNO Q N V Q ePSS T P S S P U U eNMORMV peQ T N O P P peQTNOQV peQTNOSQ peQTNOVM peQT N R Q U peQ T N S M T ` a N J O U R N=J=RM=pap TUNJRUQN=J=TR=ew_ ` a N J U S N=J=TR = t w m TUNJ ^ d N NOMM M = L = O Q M M L Q N S M v L O Q M M ` aNJTPN=J=TR=pap TUNJ Q M Q N=J=OR = e b ` a N J N P R N=J=TR = t ` a N J P M N=J=RM=t ` a P J N O P O=J=OR = t N=J=RM = t ` a P J N O P=J=R M = t TUNJ S N O N=J=OO R = e w _ TUNJSQRN=J=RM=k a p TUNJ N P M T N=J=RM = e ` a P J N V N=J=OR=t TUNJ S Q P N=J=RM = k a p TUNJ N M T O=J=TR = e a p TUNJNVTN=J=OOR=ewp TUN J V S N=J= N M M = e a p N=J= O R = e a a ^d N J V P N=J=R M = p a p ` a P J N R P N=J=RM=t ` a P J O R N=J=RM=tTUNJNVSN=J=RM=k ap ^d N J U P N=J= O R = p a p ^d N J R Q N=J=P T K R = t ^d N J U S N=J=R M = t ^d N J U N N=J=RM = p a p ` a P J N V T O=J=OR = t N=J=R M = t TUNJSRMN=J=OR=k a p TUNJ S R N N=J=TR = e w p ` a P J U N N=J=RM=t b m TUNJS Q S N=J=OR = k a p TUNJQPUN=J=NRM=e_p TUNJ S R Q N=J=TR = e w p ^d N J R N N=J=O R = t ` a N J N P Q N=J=NR=tN=J=PTKR=t ` a N J N M S N=J=TR=tN=J=RM=t ` a N J N M R N=J=OR=tN=J=RM=t TUNJSQVO=J=OR=eapN=J=TR=eap TUNJ S Q Q N=J=OR = k a p TUNJ Q P O N=J=OO R = e w p TUNJ R O N=J=T R = e _ p TUNJ Q M R N=J=R M = e b ^d N J V M N=J=RM = p a p ` a N J O U Q N=J=RMM=mwp TUNJ S P Q N=J=O R = k a p TUNJ S N N N=J=NR = k a p ^d N J R P N=J=N R = t ^d N J R O N=J=RM = t TUN J T V N N=J= N R M = e w p ` aNJNPUN=J=TR=mwp ` a N J N M M N=J=OR=t TUNJ Q M S N=J=R M = e b TUNJP M S N=J=OO R = e j i ` aNJNU ` a N J O U T ` a N J S TUNJ N R ` a N J q O J ` a P ` a N J O U S ` a P J V ` a P J O V ` a P J U TUNJ R M TUN=OL M = ^ i = P ˉ ` k = N P Q D ` aN=NMMM=^ i =Pˉ ` k =PNMD ` aP=NMMM=^ i =Pˉ ` k =RRMD TUN=@ O = ^ i = N ˉ ` k = O R M D T U N = @ O = ^ i = N ˉ ` k = O P M D T U N = @ O = ^ i = N ˉ ` k = O N O D T U N = @ O = ^ i = P ˉ ` k = N Q S D T U N = @ O = ^ i = u ˉ ` k = N N U D TUN=O L M = ^ i = P ˉ ` k = P M M D ` a N = @ O = ^ i = u ˉ ` k = O S Q D TUN=OLM=^ i =Pˉ ` k =NPMD ` a P = N M M M = ^ i = P ˉ ` k = P M R D T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=OL M = ^ i = P ˉ ` k = O O R D T U N = O L M = ^ i = P ˉ ` k = O M R D ^d N = @ O = ^ i = N ˉ ` k = N O M D ` a N = O L M = ^ i = P ˉ ` k = Q V M D ` a N = O L M = ^ i = P ˉ ` k = R Q R D TUN=OLM=^ i = P ˉ ` k = N O N D ` aN=@O=^i =Pˉ ` k =OQSD T U N = @ O = ^ i = P ˉ ` k = O V O D ` aN=NMMM=^ i =Pˉ ` k =NUMD ` a N = N M M M = ^ i = P ˉ ` k = P O M D T U N = O L M = ^ i = P ˉ ` k = Q V M D T U N = @ O = ^ i = O ˉ ` k = N N R D T U N = T R M = ^ i = P ˉ ` k = S V N D TUN=@ O = ^ i = P ˉ ` k = N Q Q D TUN=OLM=^ i =Pˉ ` k =RRMD TUN=@O=^ i =Pˉ ` k =QMUDTUN=@O=^ i =Pˉ ` k =OPMD T U N = @ O = ^ i = P ˉ ` k = N T M D ` a P = N M M M = ^ i = P ˉ ` k = P M M D T U N = O L M = ^ i = P ˉ ` k = N U M D T U N = O L M = ^ i = P ˉ ` k = S P M D TUN=OLM=^ i =Pˉ ` k =NMVD ^d N = @ O = ^ i = N ˉ ` k = O N S D ` aP=NMMM=^ i =Pˉ ` k =OMMD ` aP=NMMM=^ i =Pˉ ` k =OMSD TUN=OLM=^ i = P ˉ ` k = N N M D TUN=OLM=^ i =Pˉ ` k =RRMD TUN=@O=^ i =Nˉ ` k = N T R D T U N = O L M = ^ i = P ˉ ` k = Q V M D T U N = O L M = ^ i = P ˉ ` k = R Q R D T U N = @ O = ^ i = N ˉ ` k = N P M D TUN=@ Q = ` r = P ˉ k ^d N = @ Q = ` r = N ˉ k ` aN=NLM=` r =Pˉ k ` a N = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k TUN=@ S = ` r = P ˉ k ^d N = @ Q = ` r = N ˉ k ` aN=NLM=` r =Pˉ k ` aN=PLM=^ i =Pˉ k ` a N = P L M = ^ i = P ˉ k ` aP=NLM=` r =Pˉ k ` a P = N L M = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k TUN=@Q = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` aN=NLM=` r =Pˉ k ` a N = @ Q = ` r = P ˉ k ` aN=PLM=^ i =Pˉ k ` aP=NLM=` r =Pˉ k T U N = Q L M = ` r = P ˉ k ^d N = @ Q = ` r = N ˉ k ` aN=PLM=^ i =Pˉ k TUN=@Q = ` r = O ˉ ` aN=PLM=^ i =Pˉ k ` a P = P L M = ^ i = P ˉ k T U N = @ Q = ` r = P ˉ T U N = Q L M = ` r = P ˉ k TUN=@ Q = ` r = P ˉ ^d N = Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k ` aP=PLM=^ i =Pˉ ` a P = P L M = ^ i = P ˉ ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ T U N = @ Q = ` r = P ˉ ` aP=@Q=` r =Oˉ k ^ d N = Q L M = ` r = P ˉ k T U N = Q L M = ` r = P ˉ k ^d N = @ S = ` r = N ˉ k ` aN=PLM=^ i =Pˉ k ` aP=PLM=^ i =Pˉ TUN=@Q=` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` aP=@S=` r =Nˉ k TUN=@Q = ` r = P ˉ ^ d N = Q L M = ` r = P ˉ k ` aN=NLM=` r =Pˉ k ` a N = P L M = ^ i = P ˉ k ` aP=NLM=` r =Pˉ k T U N = @ S = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k T U N = @ Q = ` r = P ˉ TUN=@ Q = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k TUN = P = J = N R M ^ ^d N = N = J = P M ^ TUN= P = J = O M ^ TUN= P = J = Q M ^ ` aN=P=J=NRM^ ^d N = N = J = T R ^ TUN= P = J = U M ^ ` a N = P = J = O M ^ ` a N = P = J = N R M ^ TUN= P = J = N R M ^ TUN=P = J = P M ^ ^d N = P = J = N R M ^ ` a P = N = J = Q M ^ ` aN=P=J=NMM^ TUN= O = J = P M ^ TUN=P = J = N R M ^ TUN=P=J=UM^` a N = P = J = N R ^ TUN= P = J = N R M ^ TUN= P = J = N R M ^ NJ@U=pp`=`r=`r=NJ@U=pp`=`r=`r=k NJ @Q= _ Kp q o a= `r= N J @Q= _ Kp q o a= ` r= k PJ @Q= p p `= `r= ` r= N J @Q= p p`= ` r= ` r= k PVV i =P PNSN PNTS PUN i =NP PNTT PNRR PONR PNTV i =O PNQT PNSP PVN i =O PTN PNPR RMT POPR PVP PPS RMR PNVR OAK A V E OAK A V E PINE A V E T Y L E R I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P P T J N O M P S R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPPTJNOMPSM NR P P M J N O M P S R NRPPTJNOMPTM NR P Q R J N O M P S R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 " " " " " ǫ ǫ ǫ ǫ ǫ " " ǫ ǫ " " " " " ǫ ǫ ǫ ǫ ǫ Ũ OR=m^ f o O R = m ^ f o O R O R = m ^ f o O R OR = m ^ f o Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y %% % % % % % % % % % % % % % % %% % !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !(\ !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś "W ÉG ÉG ÉG J J J J J J J J J J J J J J J D D !q% q "p%!q% "p% "p% "p% q !q%!q% !q% !q% !q% !q% q "p% !q% !q% "p% !q% q "p% q q "p% "p% !q% p p "p% q p "p% "p% p p "p%"p%!q% p q !q% z z z\ z { z z z ȏ ȏ ȏ ȏ Îk Îƙ Îl ÎkÎƙ Îƙ Îk Îƙ Îl Îl Îl Îk JGd JGd JGd JGd JGd JGdD< D < < D D < D D D < < D D D D D D D DD < : D <<< D D : D D <<: D < Î? : D < < D D D < D << D D D D D < D D < < < D D D D À À À Ȍ À À À Ȍ À Ȍ À À À Ȍ Ȍ À À Ȍ Ȍ mOTO S R mNOQ O R O mONV P M mORV R S g mOO N Q V U mNOP Q T N mOQS T S mOOT V P O mNOT U U Q mNOTTQO mOR V R R mONT P M M mOQS T O mNVR T O M mNOVTUV mNVUNVV mOQQSTg mOTN M O mOQQSU mNOT U Q N mNVUNVUmPQVUS mOR U U N T mOON R M P mOS Q N R mOR V U N U mNOR M P R mORPUON mNOTUVNg mNVQ V S T mOQP V N mNOVSTRg mOQS T U mONOOOQRg mOMV R O mOMTPNM mNOM N R R mPOR R R Q mNOOSNVg mOORMRQmNORVVN mOT N M P mNOR Q Q S mONV P P mOMP Q R R mONT Q N M mOON R S M mOON Q V V mONT P V O mNOU U T O g mONV O U mNOP S T Q mOQS T Q mNOR Q Q R g mNON U O U mONT O U T mOQS T N mOVM T P mOMQ Q P V mOQP V M mNOT R N P mPORRVN mOOR R Q mNON R S T mNVU O M P mOUT T V mOVP S Q mOOT O T T mOON S O mNOTMNV mON T O R O mNOQSMU mOQPUV mOQS T T mOTNVV mOMR U P P mNOR T M O g mOPS V O M mNOO P S P mON V O V mNOQ O R mNOM N R R mOOM R N S mOON S P mOPTPO mOUVUT mOQS T V aNNQ R Q M aOPRSPN aPSS S R S S P U S aOMPQOM aNMR O O M aPSQVNSSQSN aNV Q R P P aNRU M Q M aNRU M P V aPSPPPSSRNMaNMRMTT aPS N V S S S Q O V aO P R S T O aPSPQQSRQQP aNVQ Q U Q aPSS T R S S P U T aOON O V S aNV Q Q S T aNVQ Q U V aNNQRPV aNMPMMP aOP R S T V aNVQ Q S R aPSO V M S S R M O aPS S V P S S P S Q aNMRMTS aON O N M P aPSPPSSSQTT aNRU M P U aPUPPSSSRNV aNVR V P T aPSN V S S S Q M V aOMRRSS aPSQVMSSQSN aPSQNMSSQMM aPSPRPSSQUU aPST N M S S P Q M aPS T N P S S P Q R aPSO P R T M Q R M aPS S S M S S P V U aNSUVPQ aPSPQSSSQQQ aNVQ Q U T aNMR M T U aPSPRQSSQMN aPSPOVSSQNU aPSPQRSSQOS aOP R S T N aPSVOMSSQTR aNPS U V P aNVQ R M O aPSPRMSSQUS peQ T M V N P peQTMVRP peQTNOOU peQTNOPO pe O P R T M O U eNOT S O P peQTNOSR peQTNOTU eNOQ O T Q peQTMVQN peQ T N O O N ePSPOUSSQNT peQTNORQ peQ T N O V S peQ T N R T P peQT N R V M eNMORMTeNMORMU peQTNONS peQ T N O U U eNOQ O T O peQTMVPMj PSPPUSSPUO peQ T N O N V eNP U Q V V peQTNOTOpeQTMVROePSPRTSSQNRpeONSOVTMpeQTNOQOpeQTNOQQePSPOQSSQQP peQ T N O S V peQTNRSTpeOOQQTTPpeQTMVPQpeQTMVRNpeQTMVSN peQ T N R S O peQ T N R S U peQ T N R S P ePSPQUSSPVP peQ T N O P R peQTNOTM eNOQ N V Q ePSS T P S S P U U eNMO R M V peQTMVRV peQTNOQV peQ T N O S Q peQTNOUR peQ T N O V M peQ T N R Q U ePSPQRSSQTQ ` a N J O U R N=J= R M = p a p TUNJ R U Q N=J=TR = e w _ ` a N J U S N=J=T R = t w m TUNJ ^ d N NOMM M = L = O Q M M L Q N S M v L O Q M M ` aNJNMNN=J=TR=mwp` a N J T P N=J=TR = p a p TUNJ Q M Q N=J=O R = e b ` a P J T T N=J=NRM=mwp PMPJVSVN=J=PMM=e_p ` a N J N P R N=J=T R = t ` a N J P M N=J=RM = t ` a P J N O P O=J=OR = t N=J=R M = t ` a P J N O P=J=R M = t TUNJ S N O N=J=O O R = e w _ TUNJSMRN=J=TR=ew_ TUNJ S Q R N=J=R M = k a p ` a P J N Q N=J=RM=t ` a Q J V U N=J=RM=t ` a P J N V N=J=O R = t TUNJ S Q P N=J=RM = k a p TUNJ N M T O=J=TR = e a p TUNJ N V T N=J=OO R = e w p ` aNJTRN=J=RM=pfaN=J=OR=pfa TUN J V S N=J= N M M = e a p N=J= O R = e a a ^d N J V P N=J=RM = p a p ` a P J N V V N=J=NRM=mwp TUNJORMN=J=OR=eap TUNJOUNN=J=TR=ewp ` a P J N R P N=J=RM = t ` a Q J V T N=J=TR=pap ` a P J O R N=J=RM=tTUNJNVSN=J=RM=k ap ^d N J U N N=J=RM = p a p ` a P J N V T O=J=OR = t N=J=RM = t TUNJ S R M N=J=OR = k a p TUNJOUMN=J=RM=k a p TUNJPNMN=J=TR=ewp TUNJ S R N N=J=TR = e w p ` a P J U N N=J=R M = t b m TUNJ Q P U N=J=N R M = e _ p ` aNJRTN=J=OR=tTUNJNPNMN=J=TR=e_p TUNJ S R Q N=J=TR = e w p ^d N J R N N=J=OR = t ` a P J T R N=J=TR=pap ` a N J N P Q N=J=NR = t N=J=P T K R = t ` a N J N M S N=J=TR = t N=J=RM = t ` a N J N M R N=J=O R = t N=J=RM = t TUNJ S Q V O=J=OR = e a p N=J=TR = e a p TUNJRQN=J=RM=ebm TUNJ S Q Q N=J=OR = k a p TUNJ Q M R N=J=RM = e b ` a N J O U Q N=J= R M M = m w p TUNJRTN=J=NRM=e_p TUNJ S P Q N=J=OR = k a p TUNJ S N N N=J=N R = k a p ` aNJTQN=J=TR=pfa TUN J T V N N=J= N R M = e w p ` aPJNUVN=J=TR=pap` aPJRNN=J=TR=pap ` a N J N P U N=J=TR = m w p ` a P J T M N=J=TR=pfa ` a N J N M M N=J=O R = t ` a N J N U ` a N J O U T ` a N J S TUNJ N R ` a N J q O J ` a P ` a N J O U S ` a P J V ` a P J O V ` a P J U ` a P = O L M = ^ i = P ˉ ` k = P U M D ` a N = N M M M = ^ i = P ˉ ` k = P N M D ` aP=OLM=^ i =Pˉ ` k =PPMD ` a P = N M M M = ^ i = P ˉ ` k = R R M D TUN=@O = ^ i = N ˉ ` k = O R M D TUN=OLM=^ i = P ˉ ` k = P V Q D T U N = @ O = ^ i = N ˉ ` k = O P M D T U N = @ O = ^ i = N ˉ ` k = O N O D ` a N = T R M = ^ i = P ˉ ` k = S O Q D ` a N = @ O = ^ i = P ˉ ` k = O M Q D ` aP=@O=^i =Pˉ ` k =SQD TUN=OLM=^ i = P ˉ ` k = Q N S D ` a P = @ O = ^ i = P ˉ ` k = N U M D T U N = @ O = ^ i = P ˉ ` k = N Q S D T U N = @ O = ^ i = u ˉ ` k = N N U D ` aN=@O=^i =uˉ ` k =NQOD ` a N = @ O = ^ i = u ˉ ` k = O S Q D ` aP=TRM=^ i =Pˉ k =POSD TUN=OLM = ^ i = P ˉ ` k = N P M D ` a P = N M M M = ^ i = P ˉ ` k = P M R D T U N = O L M = ^ i = P ˉ ` k = O M R D ` aP=OLM=^ i =Pˉ ` k =OPMD ` a N = O L M = ^ i = P ˉ ` k = Q V M D T U N = O L M = ^ i = P ˉ ` k = N O N D ` a N = O L M = ^ i = P ˉ ` k = O V M D ` aP=@O=^i =vˉ ` k =VSD ` a N = @ O = ^ i = P ˉ ` k = O Q S D TUN=@O=^ i = P ˉ ` k = N T T D TUN=@O=^ i =Pˉ ` k =NSSD T U N = @ O = ^ i = P ˉ ` k = O V O D ` a N = T R M = ^ i = P ˉ k = O V M D ` a N = O L M = ^ i = P ˉ ` k = S O Q D ` aP=TRM=^ i =Pˉ k =ONTD TUN=@O=^ i =v wˉ ` k =NQOD ` a N = N M M M = ^ i = P ˉ ` k = N U M D ` a N = N M M M = ^ i = P ˉ ` k = P O M D T U N = O L M = ^ i = P ˉ ` k = Q V M D PMP=OLM=^ i =Pˉ ` k =NUSD T U N = T R M = ^ i = P ˉ ` k = S V N D TUN=@O = ^ i = P ˉ ` k = N Q Q D TUN=@O=` r =Pˉ ` k =ONUD T U N = O L M = ^ i = P ˉ ` k = R R M D T U N = @ O = ^ i = P ˉ ` k = Q M U D TUN=@O=^ i =Pˉ ` k =NNOD T U N = @ O = ^ i = P ˉ ` k = O P M D T U N = @ O = ^ i = P ˉ ` k = N T M D ` a P = N M M M = ^ i = P ˉ ` k = P M M D T U N = O L M = ^ i = P ˉ ` k = S P M D TUN=O L M = ^ i = P ˉ ` k = N M V D ` a P = N M M M = ^ i = P ˉ ` k = Q N M D ^d N = @ O = ^ i = N ˉ ` k = O N S D ` a P = N M M M = ^ i = P ˉ ` k = O M M D ` a P = N M M M = ^ i = P ˉ ` k = O M S D TUN=OLM=^ i = P ˉ ` k = N N M D T U N = O L M = ^ i = P ˉ ` k = R R M D T U N = @ O = ^ i = N ˉ ` k = N T R D T U N = O L M = ^ i = P ˉ ` k = Q V M D TUN=@ Q = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` aQ=NLM=` r =Pˉ k TUN=@S = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k TUN=@Q = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = @ Q = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` aP=NLM=` r =Pˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = O ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` aP=NLM=` r =Pˉ k ` aQ=NLM=` r =Pˉ k T U N = Q L M = ` r = P ˉ k ` a P = P L M = ^ i = P ˉ ` a P = P L M = ^ i = P ˉ ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ ` a P = @ Q = ` r = O ˉ k ^d N = @ S = ` r = N ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` aP=N L M = ` r = P ˉ k ` aN=@Q=` r =Nˉ k T U N = @ S = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k PMP=P=J=OR^ TUN=P = J = O M ^ ` a P = P = J = S M ^ ` a N = P = J = N R M ^ TUN= P = J = U M ^ ` aN=N=J=OR^ ` a N = P = J = O M ^ ` a N = P = J = N R M ^ TUN= P = J = P M ^ ^d N = P = J = N R M ^ ` a Q = N = J = S M ^ ` a P = N = J = Q M ^ ` a N = P = J = N M M ^ TUN= P = J = N R M ^ TUN=P=J=UM^ ` a N = P = J = N R ^ TUN=P = J = N R M ^ P J @ O= r p ^= ^i O JP R M= r p ^= ^ i O JP R M=r p ^=^i OJ P LM= r p ^= ^i O JP LM= r p ^= ^i OJ P LM=r p ^=^i OJN LM= r p ^= ^i P JP R M= r p ^= ^i P JP R M= r p ^= ^i OJ N L M= r p ^= ^i OJ@O=pp`=`r=`r=NJ@O=pp`=`r=`r=k OJ@O=_Kp q o a=`r= NJ@Q=_Kp q o a=`r=k N J @U= p p `= ` r= ` r= N J@U= p p `= ` r= ` r= k P J @Q=p p`=`r=`r= J @ Q=p p`=`r=`r=k O J @O=_Kp q o a=`r= NJ@ Q=_Kp q o a=`r=k OJNLM=qet=`r= NJ@O=_Kpqoa=`r=k O J@O= _ Kp q o a = ` r = N J @Q= _ Kp q o a = ` r = k PJPL M= p p`= ^i= ^i= N JPL M= p p`= ^i= ^i= k PVV i =S PNPU QNT QRT RMR PMQR i =NO PMVR RPV RSN i =OQ PMST PNNR PNTT PNRM PMUR PMSM PNRR PMOR PMVN i =O PNQT PNSP i =NP i =O PMVS i =PNIPO ROR PNPR PNPR PNNM PMQQ PMSM PMRR RMR PMUN CARL S B A D V I L L A G E D R OAK A V E OAK AVE T Y L E R T Y L E R S T A T E S T OAK A V E R O O S E V E L T S T R O O S E V E L T S T R O O S E V E L T S T R O O S E V E L T S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P P T J N O M P T M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPPTJNOMPSR NR P P M J N O M P T M NRPPTJNOMPTR NR P Q R J N O M P T M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % % % % % %% % % % % % %% % % % %% % % %% % !( !( !( !( !( !( !( !( !( !(\ !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś ÉG "W ÉG ÉG ÉG J J J J J J J J J !q% q "p% !q% "p% "p% q "p% !q% "p% !q% !q% !q% !q% !q% !q% "p% !q% "p% !q% q q !q% "p% "p%"p% !q% "p%"p%q9 "p% "p% "p% "p% p p "p% !q%!q% "p% "p%"p% !q% "p% q "p% z z\ z { z ȏ ȏ Îk Îk Îƙ Îl Îl Îk Îm Îƙ Îƙ Îm Îl Îm Îk Îl Îk JGd JGd JGd JGd JGd JGd D < D < < D D < D < < D D : D D D : < : : D < < < D D D < < <: D < Î? D < D D D < << D D D < D D < < < D D D À À À Ȍ À À Ȍ À Ȍ À À Ȍ À Ȍ Ȍ À Ȍ Ȍ À À Ȍ Ȍ Ȍ Ȍ mONV P M mORV R S g mOO N Q V U mNOP Q T N mOQS T S mOOT V P O mNOT U U Q mNOT T Q O mOR V R R mONT P M M mNOV T U V mNVU N V V mOQQ S T g mOTN M O mOQQ S U mNOT U Q N mNVU N V U mPQV U S mOR U U N T mOON R M P mOS Q N R mOR V U N U mOR P U O N mNOT U V N g mOQP V N mNOV S T R g mOQS T U mONO O O Q R g mOMT P N M i POMPQMd OM mPOR R R Q mNOO S N V g mOOR M R Q mNOR V V N mOT N M P mONV P P mOMP Q R R mONT Q N M mOON R S M mOON Q V V mONT P V O mONV O U mNOP S T Q mOQS T Q mNOR Q Q R g mNON U O U mONT O U T mOMQ Q P V mOQP V M mNOT R N P mPOR R V N mOOR R Q mOUT T V mOOT O T T mOON S O mNOT M N V mNOQ S M U mOQP U V mOQS T T mOTN V V mOPS V O M mNOO P S P mON V O V mOOM R N S mOPT P O mOUV U T mOQS T V aNNQ R Q M aOP R S P N aOMP Q O M aPSPUQSSQMN aNM R O O M aPSQ V N S S Q S N aNVQ R P P aPSP P P S S R N M aNM R M T T aPSOVTSSQMM aOP R S T O aPSPTNSSQOR aPSPSMSSQQQ aPSPQQSRQQP aOON O V S aNMMRNRaPSPSRSSQUS aNVQ Q S T aPSQMRSSRON aNNQ R P V aPSQMQSSPUM aNMP M M P aPSPMMSSQNU aO P R S T V aPSPVVSSRNM aPS O V M S S R M O aPSS V P S S P S Q aNMRMTS aNVVMVM aPS P P S S S Q T T aNPNQTP aPUP P S S S R N V aPSPTVSSRQT aOMR R S S aPSQ V M S S Q S N aOPROVM aPS Q N M S S Q M M aPSPRPSSQUU aPS T N M S S P Q M aPST N P S S P Q R aPSO P R T M Q R M aPSQMQSSPVU aNSU V P Q aPSPMTSSQPS aPSPUNSSQSR aPSPQSSSQQQ aPSPQNSSRMMaPSPUMSSRQT aNMR M T U aPS P R Q S S Q M N aPS P O V S S Q N U aPSP Q R S S Q O S aOP R S T N aPS V O M S S Q T R aNP S U V P aNMUUQR aNV Q R M O aPS P R M S S Q U S aPSPOSSSQUU aNOVQRRpeQTMVOOePSPUTSSQMR peQ T M V R P peQTNOOU peQ T N O P O pe O P R T M O U eNOT S O P peQTNOSR peQ T N O T U eNO Q O T Q peQTNRTN peQ T M V Q N peQTMVRR peQ T N O O N ePS P O U S S Q N T peQ T N O R Q peQTNORU peQ T N O V S ePSQMQSSROM peQTNRUV ePSPUTSSRPS eNMO R M T eNM O R M U peQTMVPU peQ T N O N S peQTNOPV peQTNOTS peQ T N O U U peQTMVPMpeQTMVQS j P S P P U S S P U O eNP U Q V V peQ T N O T O ePSPTNSSQUU=abb ePSPPMSSQUTj PSQMPSSPQTpr j m=mr j m peQ T M V R O ePSPRTSSQNR pe O N S O V T M ePSPMUSSQPT peQ T N O Q O peQ T N O Q Q ePS P O Q S S Q Q P peQ T N O S V peQTNOTP peQ T N R S T peQTNSMS pe O O Q Q T T P peQTMVNT peQ T M V P Q peQ T M V R N peQT M V S N peQTNOPN peQTNOQR ePSPTOSSQRO peQTNOUS peQTNOVT peQTNRRN ePSPSSSSRMRpeQTMVMTpeQTMVOP ePSP Q U S S P V P peQ T N O P R peQTNOQM peQTNOTM peQTNRRS eNOQ N V Q peQTMVNQj PSPSTSSPST eNM O R M V peQ T M V R V peQ T N O Q V peQ T N O S Q peQ T N O U R peQ T N O V M peQ T N R Q U ePS P Q R S S Q T Q peQTNRRQTUNJOQTN=J=TR=ewp ` a N J O U R N=J= R M = p a p TUNJ R U Q N=J=T R = e w _ TUNJPSPN=J=NRM=ewp TUNJOQNN=J=NRM=e_p ` a N J U S N=J=TR = t w m ` a N J N M N N=J=TR = m w p ` a N J T P N=J=TR = p a p TUNJOQVN=J=OR=eapN=J=TR=eap ` a P J T T N=J=NR M = m w p TUNJQSTN=J=NRM=e_p TUNJOURN=J=OR=k p i PMPJ V S V N=J=PM M = e _ p ` a N J N P R N=J=TR = t ` a N J P M N=J=RM = t TUNJOTUN=J=OR=k p i TUNJ S M R N=J=T R = e w _ TUNJOUPN=J=OR=k p i TUNJ S Q R N=J=RM = k a p ` a P J N Q N=J=RM = t ` a Q J V U N=J=RM = t ` a P J N V N=J=OR = t TUNJ N M T O=J=TR = e a p TUNJN V T N=J=OO R = e w p ` aNJTRN=J=RM=pfaN=J=OR=pfa ` a P J N V V N=J=NR M = m w p TUNJ O R M N=J=OR = e a p TUNJOUNN=J=TR=ewp ` a P J N R P N=J=RM = t ` a Q J V T N=J=TR = p a p TUNJOUUN=J=NRM=e_p TUNJQUSN=J=NRM=ew_ ` a P J O R N=J=R M = t TUNJ N V S N=J=R M = k a p TUNJOQUN=J=RM=eapN=J=TR=eap ` a P J N V T O=J=OR = t N=J=RM = t TUNJ S R M N=J=O R = k a p TUNJOUMN=J=RM=k a p TUNJPNMN=J=TR=ewp TUNJOUTN=J=RM=k a p ` a P J U N N=J=R M = t b m TUNJ Q P U N=J=NR M = e _ p ` a N J R T N=J=OR = t TUN J N P N M N=J= T R = e _ p ` aPJUQN=J=NMM=t r p ` a P J T R N=J=T R = p a p ` a N J N P Q N=J=NR = t N=J=P T K R = t ` a N J N M S N=J=TR = t N=J=RM = t ` a N J N M R N=J=OR = t N=J=RM = t TUNJ S Q V O=J=OR = e a p N=J=T R = e a p TUNJ R Q N=J=R M = e b m ` aPJUON=J=NRM=mwpTUNJOQRN=J=NST=eaiTUNJOQSN=J=NRM=ewp TUNJOTTN=J=NRM=e_p ` a N J O U Q N=J= R M M = m w p TUNJOUON=J=RM=k a p TUN J R T N=J= N R M = e _ p ` a N J T Q N=J=T R = p f a ` a P J N U V N=J=TR = p a p ` a P J R N N=J=TR = p a p ` a N J N P U N=J=TR = m w p ` a P J T M N=J=TR = p f a ` a N J N M M N=J=OR = t TUNJNPMQN=J=PMM=e_p TUNJOTVN=J=NRM=ehp TUNJPVVN=J=TR=e_p ` a N J N U ` a N J O U T ` a N J q O J ` a P ` a N J O U S ` a P J V ` a P J O V ` a P = O L M = ^ i = P ˉ ` k = P U M D ` a N = N M M M = ^ i = P ˉ ` k = P N M D ` a P = O L M = ^ i = P ˉ ` k = P P M D ` a P = N M M M = ^ i = P ˉ ` k = R R M D TUN=OLM=^ i = P ˉ ` k = O U M D TUN=O L M = ^ i = P ˉ ` k = P V Q D TUN=OLM=^ i = P ˉ ` k = N Q S D TUN=@O=pl i =^ i =Pˉ ` k =RRRD ` a N = T R M = ^ i = P ˉ ` k = S O Q D ` a N = @ O = ^ i = P ˉ ` k = O M Q D ` a P = @ O = ^ i = P ˉ ` k = S Q D TUN=OL M = ^ i = P ˉ ` k = Q N S D ` a P = @ O = ^ i = P ˉ ` k = N U M D ` a N = @ O = ^ i = u ˉ ` k = N Q O D ` a N = @ O = ^ i = u ˉ ` k = O S Q D TUN=OLM=^ i =Pˉ ` k =QPSD ` a P = T R M = ^ i = P ˉ k = P O S D TUN=@O=^ i = P ˉ ` k = O V Q D T U N = O L M = ^ i = P ˉ ` k = N P M D TUN=@O=^ i = P ˉ ` k = O Q S D ` a P = O L M = ^ i = P ˉ ` k = O P M D TUN=OLM=^ i = P ˉ ` k = P V Q D TUN=@O=^ i = u ˉ ` k = N Q S D T U N = O L M = ^ i = P ˉ ` k = N O N D ` a N = O L M = ^ i = P ˉ ` k = O V M D TUN=@O=^ i = P ˉ ` k = N U R D ` a P = @ O = ^ i = v ˉ ` k = V S D ` a N = @ O = ^ i = P ˉ ` k = O Q S D TUN=OLM=^ i =Pˉ ` k =OOTD TUN=@O=^ i = N ˉ ` k = N V Q D TUN=@O = ^ i = P ˉ ` k = N T T D TUN=@O=^ i = P ˉ ` k = N S S D TUN=OLM=^ i =Pˉ ` k =OOSD ` a N = T R M = ^ i = P ˉ k = O V M D ` aP=OLM=^ i =Pˉ ` k =OURD ` a N = O L M = ^ i = P ˉ ` k = S O Q D ` a P = T R M = ^ i = P ˉ k = O N T D T U N = @ O = ^ i = v w ˉ ` k = N Q O D TUN=OLM=^ i = P ˉ ` k = O Q T D TUN=OLM=^ i =Pˉ ` k =QOPD ` a N = N M M M = ^ i = P ˉ ` k = N U M D TUN=OLM=^ i =Pˉ ` k =PPPD P M P = O L M = ^ i = P ˉ ` k = N U S D ` a P = T R M = ^ i = P ˉ ` k = Q R Q D ` aP=OLM=^ i =Pˉ ` k =OUMDTUN=OLM=^ i = P ˉ ` k = P N U D T U N = @ O = ` r = P ˉ ` k = O N U D TUN=@O=^ i =Pˉ ` k =ONSD T U N = O L M = ^ i = P ˉ ` k = R R M D T U N = @ O = ^ i = P ˉ ` k = Q M U D T U N = @ O = ^ i = P ˉ ` k = N N O D T U N = @ O = ^ i = P ˉ ` k = O P M D TUN=OLM=^ i =Pˉ ` k =POND ` a P = N M M M = ^ i = P ˉ ` k = P M M D TUN=OL M = ^ i = P ˉ ` k = N M V D ` aP=OLM=^ i =Pˉ ` k =OUMD` a P = N M M M = ^ i = P ˉ ` k = Q N M D TUN=@O=^ i = P ˉ ` k = O O N D TUN=@O=^ i =Pˉ ` k =TQD ` a P = N M M M = ^ i = P ˉ ` k = O M M D ` a P = N M M M = ^ i = P ˉ ` k = O M S D TUN=OLM = ^ i = P ˉ ` k = N N M D TUN=@O=^ i =wˉ ` k =OORD T U N = O L M = ^ i = P ˉ ` k = R R M D TUN=OLM=^ i =Pˉ ` k =VRD T U N = @ O = ^ i = N ˉ ` k = N T R D TUN=@O=^ i = P ˉ ` k = Q N M D ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = @ Q = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = O ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k ` a P = P L M = ^ i = P ˉ ` a P = P L M = ^ i = P ˉ ` a P = @ Q = ` r = O ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` a N = @ Q = ` r = N ˉ k ` a P = @ Q = ` r = O ˉ k PMP=P = J = O R ^ ` aP=P=J=NRM^ ` a P = P = J = S M ^ ` a N = P = J = N R M ^ TUN=P = J = U M ^ ` a N = N = J = O R ^ ` aP=N=J=TR^ ` a N = P = J = O M ^ ` a N = P = J = N R M ^ TUN=N=J=NU^TUN=N=J=PM^ ` a Q = N = J = S M ^ ` a P = N = J = Q M ^ ` a N = P = J = N M M ^ TUN=P=J=NMM^ TUN= P = J = U M ^ TUN=P=J=NU^ ` a N = P = J = N R ^ OJP LM= r p ^= ^i OJP LM= r p ^= ^i OJPRM=r p ^=^i OJNL M= r p ^= ^i O JP L M= r p ^= ^i OJ P R M=r p ^=^i O J P LM=r p ^ = ^i OJ P L M=r p ^=^i O J P LM=r p ^=^i OJ P LM= r p ^= ^i RRR OVSR OVSP SSM PMRR TQR RTM i =Q PMQR OVSU OVTU RSM RPV RSN STR OVTO OVRS PMSM i =NO PMOR TNM OVPP OVVU i =NN OVPS SVM i =OO i =PNIPO OVRS ROR OVOO RSP i =OV OVQS OVSM OVON OVVO OVQR SQR PMUN R O O S E V E L T S T M A D I S O N S T R O O S E V E L T S T T Y L E R M A D I S O N S T CARL S B A D V I L L A G E D R CARL S B A D V I L L A G E D R CARL S B A D V I L L A G E D R CARL S B A D V I L L A G E D R CARLS B A D V I L L A G E D R CARL S B A D V I L L A G E D R M A D I S O N S T R O O S E V E L T S T R O O S E V E L T S T T Y L E R S T R O O S E V E L T S T R O O S E V E L T S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P P T J N O M P T R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPPTJNOMPTM NR P P M J N O M P T R NRPPTJNOMPUM NR P Q R J N O M P T R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 O R = m ^ f o Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % % % % % % % % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś ÉG J J J J J J J J J J J J J J J J J q q q !q% "p% q9 q q q !q% !q% q q !q% !q% q9 !q% !q% !q% !q% !q% q q q !q% !q% q9 !q% q9 q q q !q%q9 Îƙ Îk ÎjÎk Îl Îl Îj Îl Îk Îk Îk Îƙ Îk Îk Îk Îk ]] ] ] ] ] JGd JGd JGd JGd JGd JGd D D D : D D D D : : D D D D D D D D DD D D D D D D D D D D : D D D D D D D D : Ȍ Ȍ Ȍ Ȍ Ȍ mOQUUMmOTQQO mOOR P N N mOTTSO mOM V Q P mOO U T V mOOUPRU mORR U Q mNOP O S N mNOPSMS mOTQ Q N mOUQ Q Q mOTN U S mOMQ U Q Q g mOON S V mOPP V M mOPP V N mOTONQgmONUUP mONU U O mONP U N mOUUUOg mOQU T V mNOM T O P mOMV Q Q mOVP T O mOUT U T mNOOVQS mOO P U R mORRNOMg i P O O V T R mNOM Q S O mOON M S M mNOR R R Q mNOP S Q O g mOVP R T mOMV Q O mOR P U O O mOQ S M V Q mNONRPNmOVTMOg mOV Q N M T mOQU T T mNOT U V O mOR O M Q V mOSO R R g mONU U S mOOR S R N mONU U R mOMV Q R mNOU P P R mNOM U N V mNOU P P Q mNOPSMT mOOP Q V mNOT N T Q mOPPURmNONRPOmOONNP mNOR Q R M mNON U P T mNOT N T P mOMVTMT mOPPUQ mNOU S N M mOO O S N R mNOTPURgmOONNQ mOQ U T U mOOP Q U mOTU M O g mNOOVQR mOSO R Q g aPSNMMSSQSR aON P U N M aOP R R O V aNMN U V T aPR V U M S S R M O aPSNNPSSRTQ aNVQSOO aPRT V P S S V V S aPR T V R S R S P M aPRR M P S S M N O aNMNVMNaPSNMMSSQTM aPRV U R S S R O M aPS M Q M S S R M M aPRV T S S S S P O aPR R N R S R V U Q aPSM P Q S S R N M aPS M M N S S R R R aPRT P O S R V M U aPRV V P S S R Q Q aONTNON aPRV S O S S Q O R aOP R O S Q aPRV T V S S R P U aNMMRPS aPR V U M S S R P V peQ T N O V R peQ T N U V R peQ T N O V Q peQTNOVP peQ T N S M V j P R U O U S S N V M j P R U O R S S N O M j P R U N R S S N M U peQ T N V N T peQT N S M R ePRV V O S S R Q R j P R U O M S S N M U j P R U O R S S O M V j P R T V M S S M U M peQ T N O P M peO P N Q O N N peQ T N R V T pe O N P U O M O peQ T N V N N peQ T N R U T ePRV U R S S R P T peQ T N O U T ePRV T M S S R M O peQ T N O Q U peQ T N O R V ePR T T U S R R V V peQ T N S N S peQTNSOM ePSR V Q S S S O U peQ T N V N Q peQ T N V O P peQ T N V M V ^d N J T V N=J= O R = t ^d N J S Q N=J=OR = t TUNJSRN=J=NRM=e_p ^d N J T U N=J=O R = t TUNJ N N Q N=J=R M = k q p ^d N J S R N=J=RM = t ^d N J V O N=J=OR = t TUNJ U M N=J=T R = e w _ ` a N J N N O p N=J=OR=t r p ` a N J N N M p N=J=OR=t r p ` a N J N O O N=J=RM = p a p ^d NJSMN=J=RM=t TUNJ N P P N=J=RM = e b ^d N J T Q N=J=RM = t TUNJ U R S N=J=R M = e b TUNJ P S N N=J=TR = e a p TUNJQQVN=J=OR=epi^d NJRVN=J=RM=t TUNJ Q Q U N=J=OR = e a p TUNJ N R V N=J=RM = e b ^d N J T P N=J=R M = t TUN J U M N N=J= O R = e b ` a N J N M U p N=J= O R = t r p ^d N J S O N=J=OR = t TUNJSQN=J=OR=k qp TUNJ Q N O N=J=RM = e b TUNJNSMN=J=OR=eb TUN J N P M O N=J= R M = e q p TUNJPVU N=J=N M M = e a p TUNJ T S N=J=TR = k a p TUNJTQ N=J= N M M = e a p TUNJ N P M N=J=O R = e b ` a N J N N N p N=J=OR=t r p TUNJ V N N=J=RM = k q p TUNJNPQN=J=NMM=e TUN J T V S N=J= O R = k q p TUNJ T U N=J=OR = k p a TUNJ T V N=J=NM M = k a p TUNJSPNN=J=RM=pap ` a N J N M V p N=J= R M = t r p ` a N J N N P p N=J=OR=t r p TUNJ N P O N=J=OR = e b TUNJ T T N=J=OR = k a p TUNJSOVN=J=RM=pap ^d N J N M N N=J=OR = t ` a N J N N Q N=J=RM=tTUNJUOPN=J=RM=k qp TUN J N P M U N=J= O R = e q p TUNJ T R N=J=N M M = k a p ^d N J U M N=J= O R = t TUNJ N N P N=J=RM = k q p ^d N J O Q M N=J=R M = p a p TUNJSQUN=J=OR=k a p T U N = @ O = ^ i = N ˉ ` k = O N M D TUN=@O=^ i = u ˉ ` k = N O M D TUN=@ O = ^ i = N ˉ ` k = O M U D T U N = @ O = ^ i = u ˉ ` k = N V O D TU N = @ O = p l i = ^ i = v ˉ ` k = O R M D TUN=@O=^ i = N ˉ ` k = O S O D TUN=@ O = ^ i = u ˉ ` k = O U M D TUN=@O = ^ i = N ˉ ` k = P T Q D ` a N = @ O = ^ i = N ˉ ` k = O T M D T U N = @ O = ^ i = O ˉ ` k = O R S D ` a N = O L M = ^ i = P ˉ ` k = N U M D ` a N = @ O = ^ i = w k = O R R D TUN=O L M = ^ i = P ˉ ` k = N P M D ` a N = @ O = ^ i = N ˉ ` k = P V M D ` a N = @ O = ^ i = N ˉ ` k = O R P D T U N = @ O = ^ i = O ˉ ` k = P P M D ` a N = @ O = ^ i = N ˉ ` k = N V Q D TUN=@O=^ i = O ˉ ` k = N Q R D TUN=@ O = ^ i = P ˉ ` k = O U M D ` a N = @ O = ^ i = w k = P P M D T U N = @ O = p l i = ^ i = N ˉ ` k = N P U D TUN=@O = ^ i = P ˉ ` k = N P M D ` a N = @ O = ^ i = N ˉ ` k = O N M D T U N = @ O = ^ i = w ˉ k = N V V D ^d N = @ O = ^ i = u ˉ ` k = O P M D ` aN=@O=^i =Nˉ ` k =OPMD ^ d N = @ S = ` r = P ˉ k TUN=@S = ` r = O ˉ k ^d N = @ S = ` r = N ˉ k ^d N = @ Q = ` r = N ˉ k ^ d N = @ Q = ` r = N ˉ k T U N = S P S = ^ i = P ˉ k T U N = S P S = ^ i = P ˉ k T U N = S P S = ^ i = P ˉ k ^d N = @ S = ` r = P ˉ k TUN=@Q=` r =Pˉ k TUN=@ S = ` r = O ˉ TUN=@Q=` r =Pˉ k T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = P ˉ TUN=@ Q = ` r = P ˉ ^d N = @ S = ` r = N ˉ k TUN=@ Q = ` r = P ˉ TUN=@Q=` r =Pˉ k ^ d N = @ S = ` r = P ˉ k TUN=@Q = ` r = O ˉ ^ d N = @ S = ` r = P ˉ k ^ d N = @ S = ` r = P ˉ k T U N = S P S = ^ i = P ˉ k ^d N = @ S = ` r = N ˉ k ^d N = @ Q = ` r = N ˉ k TUN=@Q=` r =Pˉ k ^ d N = @ S = ` r = P ˉ k ^ d N = @ S = ` r = P ˉ k ^ d N = Q L M = ` r = P ˉ k ^ d N = @ S = ` r = N ˉ k TUN=SPS=^ i = P ˉ k TU N = S P S = ^ i = P ˉ k ^ d N = @ S = ` r = P ˉ k TUN=@ S = ` r = O ˉ TUN=@S = ` r = O ˉ k ^ d N = @ S = ` r = P ˉ k T U N = S P S = ^ i = P ˉ k TUN=@Q = ` r = O ˉ TUN=@Q = ` r = O ˉ k T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = P ˉ T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = O ˉ TUN=@ S = ` r = P ˉ ` aN=NLM=` r =Pˉ kTUN=@Q=` r =Pˉ k ^d N = @ Q = ` r = N ˉ k TUN=@ Q = ` r = O ˉ TUN=@Q = ` r = O ˉ ` aN=NLM=` r =Pˉ k` a N = P = J = _ o d a TUN= O = J = N R ^ TUN=O=J=UM^ TUN = O = J = P M ^ TUN=P=J=UM^ TUN=N = J = P M ^ ^d N = N = J = S R ^ TUN=P = J = N R M ^ TUN=N = J = S R ^ ` a N = N = J = S R ^ TUN= P = J = N R M ^ TUN= P = J = U M ^ TUN = O = J = P M ^ TUN=P = J = _ o d a TUN=N = J = N M ^ TUN = O = J = P M ^ ` a N J N Q c ` a N J N P c ` a N J N M c ` a N J N N c ` a N J N O c ` a N J V c PJRMM=r p^=^i OJ P R M= r p ^= ^i OJ P R M= r p ^= ^i OJPL M= p fa ^= ^i OJ P R M = r p ^= ^i OJ@Q=pp`=`r=`r= NJ@Q=pp`=`r=`r=k O J @Q=_Kp qo a=`r= N J@S=_Kpqo a=`r=k OJ @Q=_Kpqo a=`r= N J @S=t m=`r=k OJ @ Q=_Kp q o a=`r= N J @S=t m=`r=k PPM PROS PRQM OUO PRTM OVR PRSM PNR PTR ORO PNO PQS OTM PRN PNU OTN OUN ORU PQO i =N PRUU PTSOQR ACAC I A I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P Q R J N O M P Q R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPQRJNOMPQM NR P P T J N O M P Q R NRPQRJNOMPRM NR P R O J N O M P Q R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y YY Y Y Y Y %%% % % % % %% % % % %% % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś J J J J J J J J J J q !q%!q%!q% "p% !q% q9 q q !q% "p% !q%!q% q9 !q% !q% !q% !q%!q% q q !q% !q% !q% q9 q9 q q !q% !q% q9 Îk Îk ÎjÎk Îl Îl Îk Îk Îƙ Îk Îk Îk ] ] ] ] e ] ] JGd JGd JGd JGd JGd JGdDD : D D D D : : D\ D D D : D D D D D D DD < D D D D : D D D D D : Ȍ Ȍ Ȍ Ȍ Ȍ mOQU U M mOTQ Q O mOTTSO mNOTNUP mOOU P R U mOOTRT mNOTTMV mNOP O S N mNOP S M S mOTQ Q N mOOTRS mOTO N Q g mONU U P mONU U O mONUPO mONP U N mOUU U O g mOQU T V mOROMO mNOM T O P mOMV Q Q mOUT U T mNOO V Q S mNORVUOg mNOVNOV mOR R N O M g mNOR R R Q mNOP S Q O g mOVP R T mNOOUPP mOQ S M V Q mNORORV mNON R P N mOVT M O g mNOQMNQ mNOT U V O mOPSOR mORRNNT mOOTRUT mONU U S mOOR S R N mONU U R mOMV Q R mNOM U N V mNOP S M T mOOP Q V mOPP U R mNOMUOU mNO N R P O mOON N P mNOR Q R M mOMQQQM mOMVTMT mOP P U Q mNOU S N M mOO O S N R mNOTPURg mOON N Q mOQ U T U mOOP Q U mNOO V Q R mOPPUPaPSNMMSSQSR aO P R R O V aNMN U V T aNVQQVO aNMMRPR aPRV U M S S R M O aPSNPMSSRMP aPSNMPSSRMV aPSNNPSSRTQ aNVQSOOaPRUTNSRVQP aPRT V P S S V V S aPSNNTSSQTP aPRT V R S R S P M aPSNTRSSRNM aNMN V M N aPS N M M S S Q T M aPR V U R S S R O M aPS M Q M S S R M M aNVRMTU aPRV T S S S S P O aPRUUPSRVRT aPSM P Q S S R N M aPSNSRSSRNV aPSM M N S S R R R aPR V V P S S R Q Q aONTNON aPSNPMSSRSM aNMMRPS peQTNRVO peQTNSNN peQTNUUSpeQTNOUP peQ T N O V Q peQ T N O V P peQTNRQT peQ T N S M V j P R U O U S S N V M j P R U O R S S N O M j P R U N R S S N M U peQ T N V N T ePRUTRSRVQVpeQTNORMpeQTNOVN peQTNRUR peQ T N S M R ePRV V O S S R Q R peQTNSOO j P R U O M S S N M U j P R U O R S S O M V eNOQPMQ j P R T V M S S M U M peQ T N O P M peQTNORPpeOPTNUTO peO P N Q O N N peQ T N R V T pe O N P U O M O peQTNUVO peQ T N V N N peQ T N R U T eNOQOTM ePSNORSSRTM ePRV U R S S R P T peQTNSOS peQTNUUP peQT N O U T peQTNOPT ePRT T U S R R V V peQ T N S N S peQT N S O M peQTNUVU ePSR V Q S S S O U peQ T N V N Q peQTNSMT peQTNSON eNOQOMP peQ T N V M V TUNJQPQN=J=RM=k qp ^d N J T V N=J= O R = t ^d N J S Q N=J=OR = t TUNJ S R N=J=NR M = e _ p TUNJPUQN=J=TR=k qp TUNJSQTN=J=OR=k a p TUNJUSN=J=NMM=eap TUNJ U M N=J=TR = e w _ TUNJSPON=J=OR=pap ` a N J N N O p N=J= O R = t r p ` a N J N N M p N=J= O R = t r p ` a N J N O O N=J=RM = p a p ^d N J S M N=J=RM = t TUNJ N P P N=J=RM = e b ^d N J T Q N=J=R M = t TUNJ U R S N=J=RM = e b TUNJ P S N N=J=TR = e a p TUNJRSN=J=OR=eap TUNJ Q Q V N=J=OR = e p i ^d N J R V N=J=RM = t TUNJ Q Q U N=J=OR = e a p TUNJ N R V N=J=R M = e b TUNJRRN=J=OR=eap TUN J U M N N=J= O R = e b ` a N J N M U p N=J= O R = t r p ^d N J S O N=J=OR = t TUNJSQN=J=OR=k qpTUNJNSMN=J=OR=eb TUNJ P V U N=J=NM M = e a p TUNJ T S N=J=TR = k a p TUNJVVN=J=OR=eaa TUN J T Q N=J= N M M = e a p ` a N J N N N p N=J= O R = t r p TUNJQPPN=J=RM=k qp TUNJ N P Q N=J=N M M = e TUNJ T V N=J=N M M = k a p TUNJSPNN=J=RM=pap ` a N J N M V p N=J= R M = t r p ` a N J N N P p N=J= O R = t r p TUNJ N P O N=J=O R = e b TUNJ T T N=J=OR = k a p TUNJSOVN=J=RM=pap ` a N J N N Q N=J= R M = t TUNJUOPN=J=RM=k qpTUNJQMSN=J=RM=eb TUN J N P M U N=J= O R = e q p TUNJT R N=J=NM M = k a p TUNJSPMN=J=RM=pfa TUNJSQUN=J=OR=k a p TUNJRMTUN=@O=^ i = u ˉ ` k = N O M D TUN=@O=pl i =^ i =uˉ ` k =PMMD T U N = @ O = p l i = ^ i = v ˉ ` k = O R M D TUN=@O=^ i = N ˉ ` k = O S O D ` a N = @ O = ^ i = N ˉ ` k = O T M D T U N = @ O = ^ i = O ˉ ` k = O R S D TUN=@O=^ i =Oˉ ` k =NSSD TUN=@O=^ i =Oˉ ` k =PORD TUN=OLM=^ i = P ˉ ` k = O O R D TUN=@O=^ i = N ˉ ` k = Q M M D TUN=@O=^ i = N ˉ ` k = N Q R D ` a N = O L M = ^ i = P ˉ ` k = N U M D ` a N = @ O = ^ i = w k = O R R D TUN=@O=^ i =Nˉ k =VMD TUN=@O=^ i =Oˉ ` k =ONSD TUN=@O=^ i = N ˉ ` k = N Q O D TUN=OL M = ^ i = P ˉ ` k = N P M D TUN=@O=^ i =Nˉ ` k =NUOD ` a N = @ O = ^ i = N ˉ ` k = P V M D ` a N = @ O = ^ i = N ˉ ` k = O R P D T U N = @ O = ^ i = O ˉ ` k = P P M D TUN=@O=^ i =Nˉ ` k =NQMD ` a N = @ O = ^ i = N ˉ ` k = N V Q D TUN=@O=^ i = O ˉ ` k = N Q R D TUN=@O=^ i =Oˉ ` k =NNRDTUN=@O=^ i = u ˉ ` k = P O S D TUN=@O=^ i =Nˉ ` k =OSOD TUN=@ O = ^ i = P ˉ ` k = N P M D ` a N = @ O = ^ i = N ˉ ` k = O N M D T U N = @ O = ^ i = w ˉ k = N V V D TUN=OLM=^ i = P ˉ ` k = P U M D ` aN=OLM=^ i =Pˉ ` k =TQMDTUN=OLM=^ i =Pˉ ` k =TQMD ` a N = @ O = ^ i = N ˉ ` k = O P M D ^ d N = @ S = ` r = P ˉ k ` aP=@S=` r =Nˉ ` k ^d N = @ Q = ` r = N ˉ k ^ d N = @ Q = ` r = N ˉ k T U N = S P S = ^ i = P ˉ k T U N = S P S = ^ i = P ˉ k TUN=@Q=` r = P ˉ k ^ d N = @ S = ` r = P ˉ k TUN=@ Q = ` r = P ˉ k TUN=@S = ` r = O ˉ TUN=@Q=` r = P ˉ k T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = P ˉ TUN=@Q=` r =Pˉ k ` aP=@S=` r =Nˉ kTUN=@Q=` r =Oˉ TUN=@Q = ` r = P ˉ k ^ d N = @ S = ` r = P ˉ k TUN=@ Q = ` r = O ˉ TUN=@Q=` r =Pˉ ^ d N = @ S = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k TUN=@Q=` r =Oˉ ^d N = @ Q = ` r = N ˉ k TUN=@ Q = ` r = P ˉ k TUN=@Q=` r = P ˉ k ^ d N = @ S = ` r = N ˉ k T U N = S P S = ^ i = P ˉ k T U N = S P S = ^ i = P ˉ k ^ d N = @ S = ` r = P ˉ k TUN=@S = ` r = O ˉ ^ d N = @ S = ` r = P ˉ k T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = O ˉ TUN=@Q = ` r = O ˉ ` a N = N L M = ` r = P ˉ k TUN=@Q = ` r = P ˉ k ^d N = @ Q = ` r = N ˉ k TUN=@ Q = ` r = O ˉ TUN=@ Q = ` r = O ˉ TUN=@Q=` r = P ˉ k TUN=@Q=` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = P = J = _ o d a TUN= O = J = N R ^ TUN=P=J=QM^ TUN= O = J = U M ^ TUN = O = J = P M ^ TUN=P = J = U M ^ TUN=N = J = P M ^ TUN= P = J = N R M ^ TUN=P=J=NRM^ ` a N = N = J = S R ^ TUN=O=J=PM^TUN=O=J=PM^TUN=N=J=SR^ TUN = O = J = P M ^ TUN = O = J = P M ^ ` a N J N Q c ` a N J N P c ` a N J N M c ` a N J N N c ` a N J N O c ` a N J V c P=–=NMM^ PJ RMM= r p^= ^i O JNL M= pfa ^= ^i OJ@Q=pp`=`r=`r=NJ@Q=pp`=`r=`r=k O J@U=p p`=`r=`r= NJ @ U=p p`=`r=`r=k PRT PRQ PTS i =N PRNR PRTP PSQO PTR PNO PQS PRN i =N PUM VILLAGE C I R VI L L A G E C I R VIL L A G E C I R ACAC I A I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P Q R J N O M P R M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPQRJNOMPQR NR P P T J N O M P R M NRPQRJNOMPRR NR P R O J N O M P R M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYY Y % % % % % % % % % % % % %% % % !(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś ÉG ÉG J J J J J J J JJ q !q% !q% !q% !q% !q% !q% q9 q"p%"p% qƔ "p% !q% !q% q9 !q% !q% !q% q !q% !q% q !q% q9 z Îk Îk ÎjÎk Îƙ Îk Îk Îl Îk Îk Îk ] ] ] e ] ] JGdJGd JGd JGd JGd D D D :D : D D D : D : D\ D D D D : DD D D D <:D D D D : D D D : D D Ȍ Ȍ Ȍ Ȍ Ȍ mOQU U M mOTQ Q O mOTT S O mNOT N U P mOOU P R U mOOTRT mOTNMT mNOTTMV mNOP S M S mNVRTOM mOOTRS mNOTNUQ mOTO N Q g mOQSST mONU U P mONU P O mOUU U O g mORO M O mNVQVST mNOO V Q S mNMNMOP mNOSTVM mNOR V U O g mOVSQP mNOV N O V mOR R N O M g mNOO U P P mNOR O R V mNON R P N mOVT M O g mNOQ M N Q mNOT U V O mOPS O R mOUMQT mOR R N N T mOOT R U T mNOM U N V mNOP S M T mOVMTP mOOP Q V mOONMSR mRNSRVR mOPP U R mOMSRQV mNOM U O U mNO N R P O mOON N P mOMQQQM mOMRUPP mOMV T M T mOP P U Q mNOT P U R g mOON N Q mNOO V Q R mNMNMOQ mOTNMU mNOTNUR mOMSRRP mOPPUP aPS N M M S S Q S R aNRUMQM aNRUMPV aNVQRRNaPSNVSSSQOV aNV Q Q V O aNM M R P R aPSNSSSSROM aPSN P M S S R M P aNVQQUV aPSN M P S S R M V aPS N N P S S R T Q aNVQ S O O aPRU T N S R V Q P aPSN N T S S Q T P aPRT V R S R S P M aPS N T R S S R N M aNM N V M N aNVQRMN aPSN M M S S Q T M aNRUMPU aP S M Q M S S R M M aNVRMTU aPRU U P S R V R T aPSNTMSSRNM aPSN S R S S R N V aPSNVNSSQNN aNVQQUT aON T N O N aPSN P M S S R S M aNMM R P S peQ T N R V O peQTNRVR peQTNSNN peQ T N U U S eNORMPM peQ T N O U P peQ T N O V P peQ T N R Q T peQTNRVU peQTNSNU j P R U O U S S N V M j P R U O R S S N O M j P R U N R S S N M U peQTNOPS ePRU T R S R V Q V peQ T N O R M peQ T N O V N peQ T N R U R peQTNSMO eNOQOSR peQTNSOO j P R U O M S S N M U j P R U O R S S O M V eNOQ P M Q peQ T N O R P peOPTNUTO peQTNSOR peQ T N U V O peQTNVMRpeQTNRUU peQ T N R U T eNOQOTM ePSN O R S S R T M peQ T N S O S peQ T N U U P peQ T N O U T peQTNRUN peQ T N O P T peQ T N S O M peQ T N U V U peQTNOPP peQTNSMT peQ T N S O N eNO Q O M P TUNJ Q P Q N=J=RM = k q p TUNJ S R N=J=NR M = e _ p TUNJ P U Q N=J=TR = k q p TUNJ S Q T N=J=O R = k a p ` a P J O N N=J=RM=t TUNJ U S N=J=NM M = e a p TUNJS P O N=J=OR = p a p ` a N J N N O p N=J= O R = t r p ` a N J N N M p N=J= O R = t r p ^d N J S M N=J=RM = t TUNJSNON=J=OOR=ew_TUNJNPMTN=J=RM=e TUNJ R S N=J=O R = e a p TUNJ Q Q V N=J=OR = e p i TUNJSQPN=J=RM=k a p ^d N J R V N=J=RM = t TUNJ N R V N=J=R M = e b TUNJ R R N=J=OR = e a p ^d NJUNN=J=RM=pap TUNJS Q N=J=OR = k q p TUNJ N S M N=J=OR = e b TUNJ P V U N=J=NM M = e a p TUNJSRNN=J=TR=ewp TUNJ V V N=J=OR = e a a TUN J T Q N=J= N M M = e a p TUNJSQSN=J=OR=k a p ` a N J N N N p N=J= O R = t r p TUNJ Q P P N=J=R M = k q p TUNJ N P Q N=J=NM M = e TUNJQPON=J=OOR=ewp TUNJ S P N N=J=R M = p a p ` a N J N M V p N=J= R M = t r p ` a N J N N P p N=J= O R = t r p ` a P J O O N=J=RM=t^d NJVMN=J=RM=pap TUNJSNNN=J=NR=k ap TUNJ S O V N=J=RM = p a p ` a N J N N Q N=J= R M = t TUN J U O P N=J= R M = k q p TUNJ Q M S N=J=RM = e b TUNJPMSN=J=OOR=ej i TUNJ S P M N=J=R M = p f a TUNJ S Q U N=J=OR = k a p TUNJRM T U N = @ O = ^ i = u ˉ ` k = N O M D TUN=@ O = p l i = ^ i = u ˉ ` k = P M M D TUN=@O=^ i =Nˉ ` k =ONOD TUN=@ O = ^ i = N ˉ ` k = O S O D TUN=@O=^ i =Pˉ ` k =NQSDTUN=@O=^ i =uˉ ` k =NNUD ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O=^ i = w ˉ ` k = U M D T U N = @ O = ^ i = O ˉ ` k = O R S D T U N = @ O = ^ i = O ˉ ` k = N S S D T U N = @ O = ^ i = O ˉ ` k = P O R D TUN=OLM=^ i =Pˉ ` k =RQRD TUN=OLM=^ i = P ˉ ` k = O O R D TUN=OLM=^ i =Pˉ ` k =OOMD TUN=@ O = ^ i = N ˉ ` k = Q M M D TUN=@O = ^ i = N ˉ ` k = N Q R D ` a N = O L M = ^ i = P ˉ ` k = N U M D TUN=@O = ^ i = N ˉ k = V M D T U N = @ O = ^ i = O ˉ ` k = O N S D ` aN=OLM=^ i =Pˉ ` k =RQRD TUN=@O = ^ i = N ˉ ` k = N Q O D T U N = @ O = ^ i = N ˉ ` k = N U O D ` a N = @ O = ^ i = N ˉ ` k = P V M D ` a N = @ O = ^ i = N ˉ ` k = O R P D TUN=@O=^ i =Pˉ ` k =OVOD T U N = @ O = ^ i = N ˉ ` k = N Q M D ` a N = @ O = ^ i = N ˉ ` k = N V Q D T U N = @ O = ^ i = O ˉ ` k = N N R D T U N = @ O = ^ i = u ˉ ` k = P O S D TUN=@O=^ i =Pˉ ` k =NTMD TUN=OLM=^ i =Pˉ ` k =NUMD TUN=@O=^ i =Nˉ ` k =OSOD ` a N = @ O = ^ i = N ˉ ` k = O N M D ^d N=@O=^i =Nˉ ` k =ONSD TUN=OLM=^ i =Pˉ ` k =RQRD TUN=OLM=^ i = P ˉ ` k = P U M D TUN=@O=^ i =Nˉ ` k =NPMD ` a N = O L M = ^ i = P ˉ ` k = T Q M D T U N = O L M = ^ i = P ˉ ` k = T Q M D ` a N = @ O = ^ i = N ˉ ` k = O P M D ` aP=@S=` r =Nˉ k ` a P = @ S = ` r = N ˉ ` k TUN=@Q = ` r = P ˉ k ` aP=@S=` r =Nˉ k ` aP=@S=` r =Nˉ k ^ d N = @ S = ` r = P ˉ k TUN=@Q = ` r = P ˉ k TUN=@Q = ` r = P ˉ k TUN = @ Q = ` r = P ˉ k ` aP=@Q=` r =Oˉ k ` a P = @ S = ` r = N ˉ k TUN=@Q = ` r = O ˉ TUN=@Q = ` r = P ˉ k TUN=@Q=` r =Pˉ` aP=@S=` r =Nˉ k ^ d N = @ S = ` r = P ˉ k TUN=@Q=` r =Pˉ ` a P = @ S = ` r = N ˉ k TUN=@ Q = ` r = O ˉ TUN=@Q = ` r = P ˉ k TUN=@Q=` r = P ˉ k ^ d N = @ S = ` r = N ˉ k T U N = S P S = ^ i = P ˉ k T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = O ˉ ` a N = N L M = ` r = P ˉ k TUN=@Q = ` r = P ˉ k TUN=@Q = ` r = O ˉ TUN=@Q=` r =Pˉ TUN=@ Q = ` r = O ˉ TUN=@ Q = ` r = P ˉ k TUN=@ Q = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = P = J = _ o d a TUN=P=J=QM^ TUN= O = J = U M ^ TUN= P = J = U M ^ TUN=P=J=NRM^ ` a N = N = J = S R ^ TUN= O = J = P M ^ TUN=O = J = P M ^ TUN=N = J = S R ^ TUN=P=J=NRM^TUN=P=J=NRM^ ` a N J N P c ` a N J N M c ` a N J N N c ` a N J N O c ` a N J V c P=–=NMM^ PJRMM=rp^=^i O JP L M= r p ^= ^i OJP R M=r p ^=^i O J P R M= r p ^= ^i O JP LM= r p ^= ^i OJ @ O=p p `=` r = ` r = N J @O=p p `= ` r = ` r = k PRT PPSP QRO i =N PQPR PQQR PRNR PRTP QSS QQR ROR i =NV PQTR PPVR QTR i =NN QQO QNN T Y L E R CHE S T N U T AVE R O O S E V E L T S T W A S H I N G T O N R O O S E V E L T S T CHES T N U T A V E I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P Q R J N O M P R R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPQRJNOMPRM NR P P T J N O M P R R NRPQRJNOMPSM NR P R O J N O M P R R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % % % % % % % % % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( Ś Ś Ś Ś Ś Ś ÉG ÉG "W J J JJ J J J J q "p%!q% !q% !q% !q% !q% !q% !q% !q% q "p% "p% qƔ !q% !q% p !q% "p% !q% !q% !q% q p !q% !q% q q z z zȏȏ Îk Îk ÎjÎk Îƙ Îk Îl Îk Îk e JGd JGd JGd JGd JGd JGd JGd D D D : D D D DDD D D D\ : D D D D : DD D : D D D : < : D D D D<< D < D D D D D À mNOPQTN mOTT S O mNOT N U P mOQSTS mOOT R T mNOTUUQ mOTN M T mNOT T M V mNOP S M S mOQSTO mNVR T O M mOOT R S mNOTUQN mNOT N U Q mOTO N Q g mOQS S T mONU P O mORO M O mNORMPR mNVQVST mNMN M O P mNOS T V M mNOR V U O g mOVS Q P mNOV N O V mNOO U P P mOTNMP mOTNMS mNOR O R V mNON R P N mNOQ M N Q mOONRSM mOPS O R mOUM Q T mOR R N N T mOTNMQ mOTNMR mOOT R U T mNORQQRgmONTOUTmOQSTN mOVM T P mOMQQPV mOON M S R mRNS R V R mOPP U R mOMS R Q V mNOM U O U mNO N R P O mOONSO mONTORO mOMQ Q Q M mOMRUPPmNORTMOg mOMV T M T mOP P U Q mNOT P U R g mOON N Q mOONSP mNMN M O Q mOVMQS mOTN M U mNOT N U R mOMS R R P mOPP U P aPSN M M S S Q S R aNRUMQM aNRU M P V aNVQ R R N aPSN V S S S Q O V aNVQQUQ aNVQ Q V O aNMM R P R aNVQQST aPSN S S S S R O M aPS N P M S S R M P aNVQ Q U V aPSN M P S S R M V aPSN N P S S R T Q aNVQ S O O aNVUMTS aPR U T N S R V Q P aPS N N T S S Q T P aNVQQSR aPSN T R S S R N M aNVQ R M N aPS N M M S S Q T M aNR U M P U aNV R M T U aPRU U P S R V R T aPSN T M S S R N M aPSN S R S S R N V aPS N V N S S Q N N aNVQQUT aON T N O N aPS N P M S S R S M aNM M R P S peQ T N R V O peQ T N R V R peQ T N S N N peQ T N U U S eNORMPM peQ T N O U P peQTNOVS peQ T N R Q T peQTNRTP peQTNRVM peQ T N R V U peQT N S N U peQ T N O P S ePRU T R S R V Q V peQ T N O R M peQT N O V N eNOQOTO peQ T N R U R peQT N S M O eNOQ O S R peQ T N S O O eNO Q P M Q peQ T N O R P pe O P T N U T O peQ T N S O R peQ T N U V O peQ T N V M R peQT N R U U eNO Q O T M ePSN O R S S R T M peQ T N S O S peQ T N U U P peQTNRSO peQTNRSUpeQTNRSP peQ T N R U N peQ T N O P T eNOQNVQ peQT N U V U peQT N O P P peQTNRQU peQ T N S M T peQ T N S O N eNOQ O M P TUNJ Q P Q N=J=R M = k q p TUNJ S R N=J=N R M = e _ p TUNJ P U Q N=J=T R = k q p TUNJ S Q T N=J=OR = k a p ` a P J O N N=J=RM = t TUNJ U S N=J=N M M = e a p TUNJ S P O N=J=OR = p a p ` aPJNOPO=J=OR=tN=J=RM=t` aPJNOP=J=RM=t TUNJSNON=J=OOR=ew_TUNJSQRN=J=RM=k ap TUNJ N P M T N=J=RM = e TUNJ R S N=J=OR = e a p TUNJ S Q P N=J=R M = k a p TUNJ R R N=J=O R = e a p PMPJRRUN=J=NMM=k a p ^d N J U N N=J=RM = p a p ` aPJNVTO=J=OR=tN=J=RM=t TUNJ S Q N=J=OR = k q p TUNJ N S M N=J=O R = e b TUNJSRNN=J=TR=ewp TUNJ V V N=J=O R = e a a TUNJ S Q S N=J=O R = k a p TUNJ Q P P N=J=RM = k q p ` aNJNMRN=J=OR=tN=J=RM=t TUNJSQQN=J=OR=k a p TUNJ Q P O N=J=O O R = e w p TUNJ S P N N=J=RM = p a p ` a P J O O N=J=R M = t ^d N J V M N=J=RM = p a p TUNJSPQN=J=OR=k ap TUNJSNN N=J=NR = k a p TUNJ S O V N=J=R M = p a p ` a N J N N Q N=J= R M = t TUN J U O P N=J= R M = k q p TUNJ Q M S N=J=RM = e b TUNJ P M S N=J=O O R = e j i TUNJS P M N=J=RM = p f a ` a P J O M N=J=RM=t TUNJ S Q U N=J=O R = k a p ` aNJS ` a P J V ` aPJU TUNJ R M T U N = @ O = ^ i = u ˉ ` k = N O M D TUN=@O = p l i = ^ i = u ˉ ` k = P M M D TUN=@O=^ i =Nˉ ` k =ORMD TUN=@O=^ i =Nˉ ` k =OPMD TUN=@O=^ i =Nˉ ` k = O N O D TUN=@ O = ^ i = N ˉ ` k = O S O D T U N = @ O = ^ i = P ˉ ` k = N Q S D TUN=@O=^ i =uˉ ` k = N N U D PMP=@O=^ i = w ˉ ` k = U M D ` aP=NMMM=^ i =Pˉ ` k =PMRD T U N = @ O = ^ i = O ˉ ` k = N S S D T U N = @ O = ^ i = O ˉ ` k = P O R D T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=O L M = ^ i = P ˉ ` k = O O R D T U N = O L M = ^ i = P ˉ ` k = O O M D TUN=@O = ^ i = N ˉ ` k = Q M M D TUN=@ O = ^ i = N ˉ ` k = N Q R D ` a N = O L M = ^ i = P ˉ ` k = N U M D TUN=@ O = ^ i = N ˉ k = V M D T U N = @ O = ^ i = O ˉ ` k = O N S D ` aN=OLM=^ i =Pˉ ` k =QVMD ` a N = O L M = ^ i = P ˉ ` k = R Q R D TUN=@ O = ^ i = N ˉ ` k = N Q O D T U N = @ O = ^ i = N ˉ ` k = N U O D TUN=@O=^ i =Pˉ ` k =OVOD T U N = @ O = ^ i = N ˉ ` k = N Q M D ` aN=NMMM=^ i =Pˉ ` k =POMD TUN=OLM=^ i =Pˉ ` k =QVMD T U N = @ O = ^ i = O ˉ ` k = N N R D T U N = @ O = ^ i = u ˉ ` k = P O S D TUN=@O=^ i =Pˉ ` k =OPMD T U N = @ O = ^ i = P ˉ ` k = N T M D ` a P = N M M M = ^ i = P ˉ ` k = P M M D T U N = O L M = ^ i = P ˉ ` k = N U M D T U N = @ O = ^ i = N ˉ ` k = O S O D ^d N = @ O = ^ i = N ˉ ` k = O N S D TUN=@O=^ i =Nˉ ` k =NTRD TUN=OLM=^ i =Pˉ ` k =QVMD T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=OL M = ^ i = P ˉ ` k = P U M D T U N = @ O = ^ i = N ˉ ` k = N P M D ` a N = O L M = ^ i = P ˉ ` k = T Q M D T U N = O L M = ^ i = P ˉ ` k = T Q M D ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ S = ` r = N ˉ ` k ` a N = P L M = ^ i = P ˉ k TUN=@Q = ` r = P ˉ k ` aP=@Q=` r =Oˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ S = ` r = N ˉ k ` a N = P L M = ^ i = P ˉ k TUN=@ Q = ` r = P ˉ k TUN = @ Q = ` r = P ˉ k ` aP=@Q=` r =Oˉ k ` a P = @ S = ` r = N ˉ k TUN=@ Q = ` r = O ˉ TUN=@ Q = ` r = P ˉ k ` aP=PLM=^ i =Pˉ k T U N = @ Q = ` r = P ˉ ` aP=@Q=` r =Oˉ k ` a P = @ S = ` r = N ˉ k ` a P = P L M = ^ i = P ˉ ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ T U N = @ Q = ` r = P ˉ ` aP=@Q=` r =Oˉ k ` a P = @ S = ` r = N ˉ k TUN=@ Q = ` r = O ˉ ` a P = P L M = ^ i = P ˉ TUN=@Q = ` r = P ˉ k TUN=@Q=` r = P ˉ k ` a N = N L M = ` r = P ˉ k T U N = @ Q = ` r = P ˉ TUN=@Q = ` r = P ˉ k TUN=@Q = ` r = P ˉ k ` aP=@Q=` r =Oˉ k ` a N = N L M = ` r = P ˉ k ` a N = P = J = _ o d a TUN=P = J = Q M ^ TUN= P = J = U M ^ TUN=P = J = N R M ^ ` a N = N = J = S R ^ TUN= O = J = P M ^ TUN= O = J = P M ^ TUN= N = J = S R ^ TUN= P = J = N R M ^ TUN=P = J = N R M ^ P=–=NMM ^ O JPL M= r p ^= ^i O JP LM= r p ^= ^i OJ P LM= r p ^= ^i PJ P R M=r p ^=^i OJ N L M= r p ^= ^i PJP R M=r p ^= ^i O JP L M= r p ^= ^i OJP L M= r p ^= ^i O J N L M= r p ^= ^i OJP R M=r p ^=^i OJ P LM=r p ^=^i O J@O=p p`=`r=`r= N J @O=p p`=`r=`r=k OJ @ S= _ Kp q o a= ` r= N J@S= _ Kp q o a= ` r= k O J@S= _ Kp q o a= `r= N J @S= _ Kp q o a= ` r= k PPMR PPSP PPSV POVP POVM QRO PPPN PPOV PPRM PPQT PPRV PPUS PPQO PPOP PQOM i =OT PPNR PPPT PPPP PPRQ PPSS SPM SPR PPRT RNN QSS PPPT PPOU ROR i =NV PPTU PPST POPR PPMV PPVR PPMQ PPMQ PPOT QQO PPOQ PPTV PPUM i =PO PPOM PPQR CHES T N U T AVE CHES T N U T A V E R O O S E V E L T S T R O O S E V E L T S T T Y L E R CHES T N U T A V E WALN U T R O O S E V E L T S T R O O S E V E L T S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P Q R J N O M P S M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPQRJNOMPRR NR P P T J N O M P S M NRPQRJNOMPSR NR P R O J N O M P S M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % %% % % % % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś Ś Ś Ś "W J J J J J J J J J J J J "p% "p% !q% q !q% q "p%!q% !q% !q% q !q% "p% "p% !q%"p% p p "p% !q%"p% q p !q% !q% q q z z z z\z }{ z z ȏ ȏ ȏ ȏ ÎƙÎl Îƙ Îk Îl Îk Îk JGd JGd JGd JGd JGd JGd JGd DD<D D : D D < D D D D D D D\ < : D D D DD : D<Î? : D < : D D D DD< D << DD D < D D D D D D À À Ȍ À Ȍ À À Ȍ Ȍ Ȍ mOONQVUmNOPQTN mOQSTSmOOTVPO mOOT R T mNOT U U Q mOPQORg mOTN M T mNOT T M V mONTPMM mOQS T O mNVR T O M mNOVTUV mOOT R S mOTNMO mNOT U Q N mNOT N U Q mOPQOQ mOMQRUM mOQS S T mOONRMPmOSQNRmORVUNU mORO M O mNOR M P R mNVQ V S T mOQPVN mOQSTU mOORPNT mNMN M O P mNOS T V M mOVS Q P mNOV N O V mPORRRQ mNOO U P P mOT N M P mOTN M S mNOR O R V mONTQNM mNOQ M N Q mOONRSMmOONQVVmONTPVO mOUM Q T mOR R N N T mOTN M Q mOTN M R mOONPO mNOR Q Q R g mNONUOU mONT O U T mOQS T N mOVM T P mOMQQPV mOQPVM mNOTRNP mOON M S R mRNS R V R mOMS R Q V mOOTOTT mNOM U O U mOONSO mON T O R O mOQSTT mOTNVV mOMQ Q Q M mOMR U P P mNOR T M O g mOPSVOM mOMSRQPmOOMRNS mOON S P mOQSTV mNMN M O Q mOVM Q S mOTN M U mNOT N U R mOMS R R P mOPP U P aPSQVNSSQSNaNVQRPP aNRU M Q M aNRU M P V aNVQ R R N aPSN V S S S Q O V aOPRSTO aNVQ Q U Q aNVQ Q V O aOOMMROaNVQQST aPS N S S S S R O M aNV Q Q U V aNV U M T S aOPRSTV aNV Q Q S R aPSOVMSSRMO aNVQ R M N aNRU M P U aNVR M T U aPSOURSSNQNaPSQVMSSQSN aPSN T M S S R N M aPSN V N S S Q N N aNVQ Q U T aOPRSTNaNPSUVP aNVQRMO aNVUMTRpeOPRTMOUeNOTSOPeNOQOTQ peQ T N R V R peQ T N S N N peQ T N U U S eNO R M P M peQTNVNVpeQTNOVS peQ T N R T P peQ T N R V M peQ T N R V U peQ T N S N U peQT N O P S peQ T N O R M peQTNOUU eNOQ O T O peQ T N S M O eNOQ O S R peQ T N S O O peQ T N O R P eNPUQVV pe O P T N U T O peQ T N S O R eNORMOU peQ T N V M R peQTNOSV peQ T N R U U eNOQ O T M peQ T N U U P peQ T N R S O peQ T N R S U peQ T N R S P peQ T N R U N peQTNOPR eNOQ N V Q peQTNUUU peQ T N O P P peQTNOQVpeQTNOSQpeQTNOVM peQT N R Q U peQ T N S M T peQ T N S O N eNPOOQO peQTNVMT` aNJOURN=J=RM=papTUNJRUQN=J=TR=ew_ TUNJ S Q T N=J=O R = k a p ` a Q J N M M N=J=RM=t ` a P J O N N=J=R M = t PMPJOSRN=J=NRM=ewm ` a P J N O P O=J=OR = t N=J=RM = t ` a P J N O P=J=R M = t TUNJ S N O N=J=OO R = e w _ TUNJSQRN=J=RM=k a p TUNJ N P M T N=J=RM = e ` a P J N V N=J=OR=t TUNJ S Q P N=J=RM = k a p ` a P J N R P N=J=RM=t ` a P J O R N=J=RM=t PMPJURNN=J=PMM=e_p PMPJRRTN=J=NMM=k a p PMPJR R U N=J=N M M = k a p ^d N J U N N=J=RM = p a p ` a P J N V T O=J=OR = t N=J=R M = t TUNJSRMN=J=OR=k ap TUNJ S R N N=J=TR = e w p ` a P J U N N=J=RM=t b m TUNJS Q S N=J=OR = k a p ` aNJNMSN=J=TR=tN=J=RM=t` aNJNMRN=J=OR=tN=J=RM=tTUNJSQVO=J=OR=eapN=J=TR=eap TUNJ S Q Q N=J=OR = k a p TUNJ Q P O N=J=OO R = e w p PMPJRRVd _ P=J=RM=ec ` a P J O O N=J=RM = t ^d N J V M N=J=RM = p a p ` aNJOUQN=J=RMM=mwp TUNJ S P Q N=J=O R = k a p TUNJ S N N N=J=NR = k a p ` aNJNMMN=J=OR=t TUNJ Q M S N=J=R M = e b TUNJP M S N=J=OO R = e j i ` a P J O M N=J=RM = t ` aNJOUT ` a N J S ` a P J q P J ` a Q ` aNJqOJ` aP` aNJOUS ` a P J V ` aPJOV ` a P J U TUNJ R M ` a P = N M M M = ^ i = P ˉ ` k = R R M D TUN=@ O = ^ i = N ˉ ` k = O R M D T U N = @ O = ^ i = N ˉ ` k = O P M D T U N = @ O = ^ i = N ˉ ` k = O N O D T U N = @ O = ^ i = P ˉ ` k = N Q S D T U N = @ O = ^ i = u ˉ ` k = N N U D PMP=@O=^ i = P ˉ ` k = O M Q D PMP=@O = ^ i = w ˉ ` k = U M D PMP=OLM=^ i =Pˉ ` k =RTRDTUN=OLM=^ i = P ˉ ` k = N P M D ` a P = N M M M = ^ i = P ˉ ` k = P M R D T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=OL M = ^ i = P ˉ ` k = O O R D T U N = O L M = ^ i = P ˉ ` k = O O M D ` a N = O L M = ^ i = P ˉ ` k = Q V M D ` a N = O L M = ^ i = P ˉ ` k = R Q R D T U N = @ O = ^ i = P ˉ ` k = O V O D PMP=@O=` r =Pˉ ` k =OOMD` a N = N M M M = ^ i = P ˉ ` k = N U M D ` a N = N M M M = ^ i = P ˉ ` k = P O M D T U N = O L M = ^ i = P ˉ ` k = Q V M D T U N = @ O = ^ i = O ˉ ` k = N N R D TUN=OLM=^ i = P ˉ ` k = R R M D TUN=@O=^ i = P ˉ ` k = Q M U D TUN=@O=^ i =Pˉ ` k =OPMD T U N = @ O = ^ i = P ˉ ` k = N T M D ` a P = N M M M = ^ i = P ˉ ` k = P M M D T U N = O L M = ^ i = P ˉ ` k = N U M D T U N = @ O = ^ i = N ˉ ` k = O S O D PMP=OLM=^ i =Pˉ ` k =NVOD PMP=@O=^ i =uˉ ` k =VMD ^d N = @ O = ^ i = N ˉ ` k = O N S D ` a P = N M M M = ^ i = P ˉ ` k = O M M D ` a P = N M M M = ^ i = P ˉ ` k = O M S D TUN=OLM=^ i =Pˉ ` k =NNMDTUN=OLM=^ i = P ˉ ` k = R R M D TUN=@O=^ i =Nˉ ` k = N T R D T U N = O L M = ^ i = P ˉ ` k = Q V M D T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=O L M = ^ i = P ˉ ` k = P U M D T U N = @ O = ^ i = N ˉ ` k = N P M D ` a N = O L M = ^ i = P ˉ ` k = T Q M D T U N = O L M = ^ i = P ˉ ` k = T Q M D PMP=@O=^ i =Pˉ ` k =PRMD` aN=NLM=` r =Pˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` aQ=@O=` r =Pˉ k` aQ=@O=` r =Pˉ kPMP=@Q=` r =Pˉ k` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` aP=NLM=` r =Pˉ k ` a P = N L M = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ S = ` r = N ˉ k ` aN=@Q=` r =Pˉ k` a N = P L M = ^ i = P ˉ k ` aP=NLM=` r =Pˉ k ` aP=@S=` r =Nˉ k ` a P = @ Q = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k ` a N = P L M = ^ i = P ˉ k TUN=@Q = ` r = O ˉ ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ k T U N = @ Q = ` r = P ˉ ` a P = @ Q = ` r = O ˉ k ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a P = P L M = ^ i = P ˉ ` a P = P L M = ^ i = P ˉ ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ T U N = @ Q = ` r = P ˉ ` aP=@Q=` r =Oˉ k ` a P = @ S = ` r = N ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ TUN=@Q=` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` aP=@S=` r =Nˉ k ` a P = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` aN=PLM=^ i =Pˉ k ` aP=NLM=` r =Pˉ k ` a Q = N L M = ` r = P ˉ k T U N = @ Q = ` r = P ˉ TUN=@ Q = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` a Q = N L M = ` r = P ˉ k TUN= P = J = Q M ^ ` aN=P=J=NRM^ TUN= P = J = N R M ^ PMP=P=J=_od a ` a P = N = J = Q M ^ PMP=P=J=NR^ TUN= O = J = P M ^ TUN=P=J=UM^` aN=P=J=NR^ TUN= P = J = N R M ^ TUN= P = J = N R M ^ O JP L M= r p ^= ^i OJP LM=r p ^=^i OJ P LM=r p ^=^i O JP L M= r p^= ^i OJ P LM= r p ^= ^i OJ N LM= r p ^= ^i PJ@Q=pp`=`r=`r=NJ@Q=pp`=`r=`r=k OJ@Q=pp`=`r= ` r= NJ@Q=p p `= ` r=`r= k OJ@O=pp`= `r= `r= NJ@O=pp`= `r= `r= k OJ@Q=pp`=`r=`r=NJ@Q=pp`=`r=`r=k OJ @ Q=p p`=`r=`r= N J@Q=p p `=`r=`r=k OJ @S=p p `=`r=`r= N J @S=p p`=`r=`r=k O J @S= _ Kp q o a= ` r= NJ @ S= _ Kp q o a= ` r= k OJ @S= _ Kp q o a= ` r= N J @S= _ Kp q o a= `r= k PNVM PORS PORR POSR POTV PORS POVO SPR POVP POVM PPPN PNTT POOM i =OT POPQ POPT PONS PPNR PPOP PONR PNTV POMT SQM POQM POPR POUM POON RMT POPR PORR POOO POPN POUS PPMQ PPMQ POPM SSR POTM PPMS POOR PORU POQP PORM POTQ PPOM PINE AVE WALN U T M A D I S O N S T PINE A V E R O O S E V E L T S T R O O S E V E L T S T PINE A V E T Y L E R M A D I S O N S T WALN U T R O O S E V E L T S T R O O S E V E L T S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P Q R J N O M P S R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPQRJNOMPSM NR P P T J N O M P S R NRPQRJNOMPTM NR P R O J N O M P S R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y % % % % % % % % %% % !( !( !( !( !(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś Ś Ś"WÉG J J J J J J J JJ J J J J J J J "p% "p% "p% q q "p% !q% !q% !q% !q%q "p%Î, !q% "p% !q% q q "p% !q% p p "p% !q% "p% "p% q p q !q% qz z z\ z }{ z z ȏ ȏ ȏ ȏ Îƙ Îl Îk Îl Îl Îk ÎƙÎƙ Îƙ ÎlÎlÎj Îk ÀÀ JGd JGd JGd JGd JGd JGd JGd JGd D D < D D < D D D D D D D D < : D D D D D D : D D D < Î? : D D D D < D << D D D D D D < D D <D D D D D D D À Ȍ À Ȍ À Ȍ Ȍ À À Ȍ Ȍ Ȍ mOO N Q V U mNOP Q T N mOQS T S mOOT V P O mNOT U U Q mOPQ O R g mOOOOU mOTN M T mONT P M M mOQS T O mNVR T O M mNOVTUV mNVUNVV mOQQSTg mOTN M O mOQQSU mNOT U Q N mNVUNVU mOORPNU mOPQ O Q mOMQRUM mOON R M P mOS Q N R mOR V U N U mNOR M P R mORPUON mNOTUVNg mNVQ V S T mOQP V N mNOVSTRg mOQS T U mONOOOQRg mOOOPMg mOOR P N T mPOR R R Q mNOOSNVg mOORMRQmNORVVN mOT N M P mOTN M S mOOOOTg mNOTTMP mOOMTPQ mONT Q N M mOON R S M mOON Q V V mONT P V O mOTN M Q mOTN M R mOONPO mOONPN mORUTU mNOR Q Q R g mNON U O U mONT O U T mOQS T N mOVM T P mOMQ Q P V mOQP V M mNOT R N P mPORRVN mOOOOVg mNOSQNUg mOVNMM mOMS R Q V mOOT O T T mOON S O mNOTMNV mON T O R O mNOQSMU mOQPUV mOQS T T mOTNVV mOMR U P P mNOR T M O g mOPS V O M mOORPNV mOOPSP mOMSRQP mOOM R N S mOON S P mOPTPO mOUVUT mOQS T V mNMN M O Q mOVM Q S mOTN M U mOMS R R P mOONPMgaPSQVNSSQSN aNV Q R P P aNRU M Q M aNRU M P V aPSPPPSSRNM aOPRRSU aPS N V S S S Q O V aO P R S T O aPSPQQSRQQP aNVQ Q U Q aOO M M R O aNV Q Q S T aNVQ Q U V aNVU M T S aOP R S T V aNVQ Q S R aPSO V M S S R M O aNNTPPUaPSPPSSSQTT aNRU M P U aPUPPSSSRNV aPSO U R S S N Q N aPSQVMSSQSNaPSQNMSSQMM aPSPRPSSQUU aOMQORRaPSPQSSSQQQ aNVQ Q U T aPSPQRSSQOS aOP R S T N aPSVOMSSQTR aNPS U V P aNVQ R M O aPSPRMSSQUS aNVU M T R peQTNOPO pe O P R T M O U eNOT S O P peQTNOSRpeQTNOTU eNOQ O T Q eNOR M P M peQ T N V N V peQTNORQ peQ T N O V S peQ T N R T P peQT N R V M peQ T N O U U eNOQ O T O peOMPNQVM eNP U Q V V peQTNOTO eNOR M O U peONSOVTMpeQTNOQOpeQTNOQQePSPOQSSQQP peQ T N O S V peQTNRST peQ T N R S O peQ T N R S U peQ T N R S P peQ T N O P R peQTNOTM eNOQ N V Q peQ T N U U U peQTNOQV peQ T N O S Q peQTNOUR peQ T N O V M peQ T N R Q U ePSPQRSSQTQ eNP O O Q O peQT N V M T ` a N J O U R N=J= R M = p a p TUNJ R U Q N=J=TR = e w _ ` a Q J N M M N=J=RM = t ` a P J O N N=J=RM = t PMPJ O S R N=J=N R M = e w m ` aPJTTN=J=NRM=mwp PMPJVSVN=J=PMM=e_p ` a Q J R N N=J=OR=t ` a Q J V V N=J=OR=t ` a Q J O R P N=J=OR=pap ` a P J N O P O=J=OR = t N=J=R M = t ` a P J N O P=J=R M = t TUNJ S N O N=J=O O R = e w _ TUNJSMRN=J=TR=ew_ TUNJ S Q R N=J=R M = k a p ` a P J N Q N=J=RM=t ` a Q J V U N=J=RM=t ` a P J N V N=J=O R = t TUNJ S Q P N=J=RM = k a p TUNJORMN=J=OR=eapTUNJOUNN=J=TR=ewp ` a P J N R P N=J=RM = t ` a Q J V T N=J=TR=pap ` a P J O R N=J=RM=t PMPJNMRN=J=PMM=e^_ PMP J U R N N=J= P M M = e _ p PMPJR R T N=J=NM M = k a p PMPJ R R U N=J=NM M = k a p ^d N J U N N=J=R M = p a p ` a P J N V T O=J=OR = t N=J=RM = t TUNJ S R M N=J=OR = k a p TUNJOUMN=J=RM=k ap TUNJPNMN=J=TR=ewp TUNJ S R N N=J=TR = e w p ` a P J U N N=J=R M = t b m PMPJ` a Q NOMMM=L=OQMMLQNSMvLOQMM ` a N J N M S N=J=TR = t N=J=RM = t ` a N J N M R N=J=O R = t N=J=RM = t TUNJ S Q V O=J=OR = e a p N=J=TR = e a p TUNJRQN=J=RM=ebm TUNJ S Q Q N=J=OR = k a p PMPJRRVd _ P=J=RM=ec ` a N J O U Q N=J= R M M = m w p TUNJRTN=J=NRM=e_p TUNJ S P Q N=J=OR = k a p TUNJ S N N N=J=N R = k a p ` a Q J V R N=J=RM=t ` a N J N M M N=J=O R = t ` a P J O M N=J=RM = t ` a N J O U T ` a N J S ` a P J q P J ` a Q ` a N J q O J ` a P ` a N J O U S ` a P J V ` a P J O V ` a P J U ` a Q J P ` a P = N M M M = ^ i = P ˉ ` k = R R M D TUN=@O = ^ i = N ˉ ` k = O R M D TUN=OLM=^ i =Pˉ ` k =PVQD T U N = @ O = ^ i = N ˉ ` k = O P M D T U N = @ O = ^ i = N ˉ ` k = O N O D TUN=OLM=^ i =Pˉ ` k =QNSD` aP=@O=^i =Pˉ ` k =NUMD T U N = @ O = ^ i = P ˉ ` k = N Q S D T U N = @ O = ^ i = u ˉ ` k = N N U D PMP=@O=^ i = P ˉ ` k = O O S D PMP=@O = ^ i = P ˉ ` k = O M Q D PMP=@ O = ^ i = w ˉ ` k = U M D P M P = O L M = ^ i = P ˉ ` k = R T R D TUN=OLM = ^ i = P ˉ ` k = N P M D ` a P = N M M M = ^ i = P ˉ ` k = P M R D ` aQ=NMMM=^ i =Pˉ ` k =POMD ` a N = O L M = ^ i = P ˉ ` k = Q V M D TUN=@O=^ i =Pˉ ` k =NTTDTUN=@O=^ i =Pˉ ` k =NSSD T U N = @ O = ^ i = P ˉ ` k = O V O D P M P = @ O = ` r = P ˉ ` k = O O M D ` a N = N M M M = ^ i = P ˉ ` k = N U M D ` a N = N M M M = ^ i = P ˉ ` k = P O M D T U N = O L M = ^ i = P ˉ ` k = Q V M D PMP=OLM=^ i =Pˉ ` k =NUSD PMP=OLM=^ i =Pˉ ` k =POMDTUN=@O=` r = P ˉ ` k = O N U D T U N = O L M = ^ i = P ˉ ` k = R R M D T U N = @ O = ^ i = P ˉ ` k = Q M U D TUN=@O=^ i =Pˉ ` k =NNOD T U N = @ O = ^ i = P ˉ ` k = O P M D T U N = @ O = ^ i = P ˉ ` k = N T M D ` a P = N M M M = ^ i = P ˉ ` k = P M M D P M P = O L M = ^ i = P ˉ ` k = N V O D P M P = @ O = ^ i = u ˉ ` k = V M D ^d N = @ O = ^ i = N ˉ ` k = O N S D ` a P = N M M M = ^ i = P ˉ ` k = O M M D ` a P = N M M M = ^ i = P ˉ ` k = O M S D TUN=OLM=^ i =Pˉ ` k =NNMD T U N = O L M = ^ i = P ˉ ` k = R R M D T U N = @ O = ^ i = N ˉ ` k = N T R D T U N = O L M = ^ i = P ˉ ` k = Q V M D P M P = @ O = ^ i = P ˉ ` k = P R M D ` a N = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` aQ=NLM=` r =Pˉ k PMP=@Q=` r = P ˉ ` a P = @ S = ` r = N ˉ k PMP=@Q=` r =Pˉ` aQ=@O=` r =Pˉ k` aQ=@O=` r =Pˉ kPMP=@Q=` r =Pˉ k ` a Q = @ O = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` aQ=@O=` r =Pˉ k PMP=@Q=` r = P ˉ ` a N = @ Q = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` aP=NLM=` r =Pˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ Q = ` r = O ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ k ` aP=NLM=` r =Pˉ k ` aP=NLM=` r =Pˉ k ` aQ=NLM=` r =Pˉ k ` a P = @ Q = ` r = O ˉ k ` a P = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ` aQ=@O=` r =Pˉ kPMP=@Q=` r = P ˉ PMP=@Q=` r =Pˉ ` a P = @ S = ` r = N ˉ k ` a P = P L M = ^ i = P ˉ ` a P = P L M = ^ i = P ˉ ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ ` a P = @ Q = ` r = O ˉ k ` a Q = @ O = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a P = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ` a Q = @ O = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` aP=N L M = ` r = P ˉ k ` aQ=@Q=` r =Pˉ` aQ=@O=` r =Pˉ k ` a Q = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` aQ=@O=` r =Pˉ k ` a Q = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ` a Q = @ O = ` r = P ˉ k PMP=P=J=OR^` aP=P=J=SM^ ` a N = P = J = N R M ^ PMP=P=J=UM^PMP=P=J=_od a ` a Q = N = J = S M ^ ` a P = N = J = Q M ^ PMP=P=J=NRM^PMP=P=J=NR^TUN=P=J=UM^PMP=P=J=NRM^ ` a N = P = J = N R ^ TUN=P = J = N R M ^ ` a Q = N = J = O M ^ OJ N LM= r p ^= ^i OJ @ Q= _ Kp q o a= ` r= NJ @ Q= _ Kp q o a= ` r= k OJ @ Q=_Kp q o a=`r= N J@Q=_Kp q o a=`r=k O J@Q=_Kp q o a=`r= N J @Q=_Kp q o a=`r=k OJ@O=p p `=^i=^i= NJ@O=p p `=^i=^i=k J N LM= o q p= ` r= JN LM= o q p= `r= k PNPU PNVM i =NR i =NO STR PNST PNTM PNPP PNRM TQM PNTN PONS i =PN PNSM PNRV PNUP i =NS POMT PNUP i =NP PNTM PNOM PNPM POQM i =PNIPO PNQP PNQR PNQQ POON PNQV TPR PNNM POPM PNNV SRM PNQT PNTR PINE A V E R O O S E V E L T S T R O O S E V E L T S T M A D I S O N S T OAK A V E PINE A V E J E F F E R S O N S T M A D I S O N S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P Q R J N O M P T M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPQRJNOMPSR NR P P T J N O M P T M NRPQRJNOMPTR NR P R O J N O M P T M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 ) CAR L S B A D 4 12/4 k V Y YY Y Y Y Y Y Y Y Y Y Y % % % % % %%%% % % % % % % !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś Ś ÉG "W ÉG J J J JJ J J J J J J J J J "p% "p% q "p% q !q% "p% !q% !q% !q% q q "p% Î, !q% "p% !q% "p% !q% q "p% q "p% "p% !q% "p%"p% !q% "p% "p% "p%p "p% !q%!q% "p% q p q q "p% z z z\ z }{ ȏ ȏ ȏ Îƙ Îl Îk Îl Îl Îk Îm Îƙ Îƙ Îm Îƙ Îm Îl Îk Îl Îj Îk ÀÀ JGd JGd JGd JGd JGd JGd D D < D < D D : D D D < : : D D D D D D D D D < Î? D D D D < << D D D D D < D D < D D D D D À Ȍ Ȍ À Ȍ À Ȍ Ȍ Ȍ À À Ȍ Ȍ Ȍ Ȍ mOO N Q V U mNOP Q T N mOQS T S mOOT V P O mNOT U U Q mOPQ O R g mOOO O U mONT P M M mNOV T U V mNVU N V V mOQQ S T g mOTN M O mOQQ S U mNOT U Q N mNVU N V U mOOR P N U mOPQ O Q mOOMVQT mOMQ R U M mNONVSPg mOON R M P mOS Q N R mOR V U N U mOR P U O N mNOT U V N g mOQP V N mNOV S T R g mOQS T U mONO O O Q R g mOOOPMg mOMUUOQg mOOR P N T mOOTPV mPOR R R Q mNOO S N V g mOOR M R Q mNOR V V N mOT N M P mOOO O T g mNOT T M P mOOMVQU mOOM T P Q mOUMQP mONT Q N M mOON R S M mOON Q V V mONT P V O mNOSQQV mOON P O mOON P N mORU T U mOVPTM mNOR Q Q R g mNON U O U mONT O U T mOMQ Q P V mOQP V M mNOT R N P mPOR R V N mOOO O V g mNOS Q N U g mOVN M M mOOMTPP mOOT O T T mOON S O mNOT M N V mNOQ S M U mOQP U V mOQS T T mOTN V V mOPS V O M mOORPNV mOOPSP mOMS R Q P mOOM R N S mOPT P O mOUV U T mOQS T V mOOMVQV mOON P M g aPSQ V N S S Q S N aNVQ R P P aPSP P P S S R N M aOP R R S U aOP R S T O aPSPTNSSQORaPSPSMSSQQQaPSPQQSRQQP aPSPVMSSRQV aOO M M R O aNMMRNRaPSPSRSSQUS aNVQ Q S T aPSQMRSSRON aO P R S T V aPSPVVSSRNM aPS O V M S S R M O aNNT P P U aNVVMVM aPS P P S S S Q T T aNPNQTP aPUP P S S S R N V aPSPTTSSRPU aPSO U R S S N Q N aPSQ V M S S Q S N aOPROVM aPS Q N M S S Q M M aPSPRPSSQUU aOMQ O R R aPSQMTSSRTPaPSPMTSSQPSaPSPUNSSQSRaPSPQSSSQQQaPSPQNSSRMM aPSP Q R S S Q O S aOP R S T N aPS V O M S S Q T R aNP S U V P aNMUUQR aNV Q R M O aPS P R M S S Q U S aPSPOSSSQUU aNOVQRR aONMUPN aNVU M T R peQ T N O P O pe O P R T M O U eNOT S O P peQTNOSR peQ T N O T U eNO Q O T Q peQTNRTN ePSQMUSSRTP peQ T N V N V peQ T N O R Q peQTNORU peQ T N O V S ePSQMQSSROM peQTNRUV ePSPUTSSRPSpeQTNOPVpeQTNOTS peQ T N O U U peOMPNQVM eNP U Q V V peQ T N O T O ePSPTNSSQUU=abb ePSPPMSSQUT eNOR M O U pe O N S O V T M ePSPMUSSQPT peQ T N O Q O peQ T N O Q Q ePS P O Q S S Q Q P peQ T N O S V peQTNOTP peQ T N R S T peQTNSMS peQTNUUQpeQTNOQRePSPTOSSQROpeQTNOUSpeQTNOVTpeQTNRRNePSPSSSSRMR peQ T N O P R peQTNOQMpeQTNOTM peQTNRRS eNOQ N V Q peQ T N U U U peQ T N O Q V peQ T N O S Q peQ T N O U R peQ T N O V M peQ T N R Q U ePS P Q R S S Q T Q peQTNRRQ eN P O O Q O peQ T N V M T ` a N J O U R N=J= R M = p a p TUNJ R U Q N=J=T R = e w _ TUNJPSPN=J=NRM=ewp TUNJOQNN=J=NRM=e_p ` a Q J N M M N=J=RM = t TUNJSMN=J=TR=emN=J=RM=em PMPJNMMVN=J=TR=eb PMPJO S R N=J=NR M = e w m TUNJOQVN=J=OR=eapN=J=TR=eap ` a P J T T N=J=NR M = m w p TUNJQSTN=J=NRM=e_p TUNJOURN=J=OR=k p i PMPJ V S V N=J=PM M = e _ p ` a Q J R N N=J=OR=t ` a Q J V V N=J=O R = t ` a Q J O R P N=J=O R = p a p TUNJOTUN=J=OR=k pi TUNJ S M R N=J=T R = e w _ TUNJOUPN=J=OR=k pi TUNJ S Q R N=J=RM = k a p ` a P J N Q N=J=RM = t ` a Q J V U N=J=RM = t ` a P J N V N=J=OR = t TUNJNOON=J=NRM=e_p TUNJ O R M N=J=OR = e a p TUNJOUNN=J=TR=ewp ` a P J N R P N=J=RM = t ` a Q J V T N=J=TR = p a p TUNJOUUN=J=NRM=e_p TUNJQUSN=J=NRM=ew_ ` a P J O R N=J=R M = t TUNJSPN=J=RM=k p i PMPJ N M R N=J=PM M = e ^ _ PMP J U R N N=J= P M M = e _ p TUNJTUVN=J=TR=ewp PMPJ R R T N=J=NM M = k a p ` a P J N V T O=J=OR = t N=J=RM = t TUNJ S R M N=J=O R = k a p TUNJOUMN=J=RM=k ap TUNJPNMN=J=TR=ewp TUNJOUTN=J=RM=k a p ` a P J U N N=J=R M = t b m PMPJ ` a Q NOMM M = L = O Q M M L Q N S M v L O Q M M PMPJVUMP=J=OR=el PMPJVTUN=J=OR=ebO=J=OR=e ` a N J N M S N=J=TR = t N=J=RM = t ` a N J N M R N=J=OR = t N=J=RM = t TUNJ S Q V O=J=OR = e a p N=J=T R = e a p TUNJ R Q N=J=R M = e b m PMPJ R R V d _ P=J=RM = e c PMPJVTVP=J=NMM=e ` a N J O U Q N=J= R M M = m w p TUNJOUON=J=RM=k ap TUN J R T N=J= N R M = e _ p ` a Q J V R N=J=RM = t ` a N J N M M N=J=OR = t TUNJNPMQN=J=PMM=e_pTUNJOTVN=J=NRM=ehp TUNJPVVN=J=TR=e_p ` a N J O U T ` a P J q P J ` a Q ` a N J q O J ` a P ` a N J O U S ` a P J V ` a P J O V ` a Q J P ` a P = N M M M = ^ i = P ˉ ` k = R R M D TUN=OLM=^ i =Pˉ ` k =OUMD TUN=O L M = ^ i = P ˉ ` k = P V Q D TUN=OLM=^ i = P ˉ ` k = N Q S D TUN=@O=pl i =^ i =Pˉ ` k =RRRD TUN=OL M = ^ i = P ˉ ` k = Q N S D ` a P = @ O = ^ i = P ˉ ` k = N U M D PMP=@O = ^ i = P ˉ ` k = O O S D PMP=@O = ^ i = P ˉ ` k = O M Q D P M P = O L M = ^ i = P ˉ ` k = R T R D T U N = O L M = ^ i = P ˉ ` k = N P M D TUN=@O=^ i = P ˉ ` k = O Q S D ` a Q = N M M M = ^ i = P ˉ ` k = P O M D TUN=OLM=^ i =Pˉ ` k =PVQD TUN=@O=^ i = u ˉ ` k = N Q S D TUN=OLM=^ i = P ˉ ` k = O O T D TUN=@O=^ i =Nˉ ` k =NVQD TUN=@O = ^ i = P ˉ ` k = N T T D TUN=@O=^ i = P ˉ ` k = N S S D TUN=OLM=^ i =Pˉ ` k =OOSD TUN=OLM=^ i = P ˉ ` k = Q Q M D P M P = @ O = ` r = P ˉ ` k = O O M D TUN=OLM=^ i =Pˉ ` k =OQTDTUN=OLM=^ i = P ˉ ` k = Q O P D ` a N = N M M M = ^ i = P ˉ ` k = N U M D TUN=OLM=^ i =Pˉ ` k =PPPD P M P = O L M = ^ i = P ˉ ` k = N U S D TUN=@O=^ i =Pˉ ` k =PRMD P M P = O L M = ^ i = P ˉ ` k = P O M D TUN=@O=^ i =Pˉ ` k =OOMD T U N = @ O = ` r = P ˉ ` k = O N U D TUN=@O=^ i = P ˉ ` k = O N S D T U N = O L M = ^ i = P ˉ ` k = R R M D T U N = @ O = ^ i = P ˉ ` k = Q M U D T U N = @ O = ^ i = P ˉ ` k = N N O D T U N = @ O = ^ i = P ˉ ` k = O P M D TUN=OLM=^ i =Pˉ ` k =POND ` a P = N M M M = ^ i = P ˉ ` k = P M M D P M P = O L M = ^ i = P ˉ ` k = N V O D P M P = @ O = ^ i = u ˉ ` k = V M D ` a P = N M M M = ^ i = P ˉ ` k = O M M D ` a P = N M M M = ^ i = P ˉ ` k = O M S D TUN=OLM = ^ i = P ˉ ` k = N N M D TUN=@O=^ i = w ˉ ` k = O O R D T U N = O L M = ^ i = P ˉ ` k = R R M D TUN=OLM=^ i =Pˉ ` k =VRD T U N = @ O = ^ i = N ˉ ` k = N T R D TUN=@O=^ i = P ˉ ` k = Q N M D P M P = @ O = ^ i = P ˉ ` k = P R M D ` a N = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k PMP=@Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k P M P = @ Q = ` r = P ˉ k PMP=@Q=` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k PMP=@Q=` r = P ˉ PMP=@Q=` r = P ˉ ` a N = @ Q = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k ` a N = P L M = ^ i = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a Q = @ O = ` r = P ˉ k PMP=@Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ ` a P = P L M = ^ i = P ˉ ` a P = P L M = ^ i = P ˉ ` a P = @ Q = ` r = O ˉ k ` a Q = @ O = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = P L M = ^ i = P ˉ ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a P = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a N = P L M = ^ i = P ˉ k ` a P = N L M = ` r = P ˉ k ` aQ=@Q = ` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k PMP=@Q=` r =PˉPMP=@Q=` r = P ˉ ` a Q = @ O = ` r = P ˉ k PMP=P = J = O R ^ ` a P = P = J = S M ^ ` a N = P = J = N R M ^ TUN=N=J=NU^ PMP=P = J = U M ^ PMP= P = J = _ o d a TUN=N=J=PM^ ` a Q = N = J = S M ^ ` a P = N = J = Q M ^ PMP= P = J = N R M ^ PMP=P = J = N R ^ TUN=P=J=NMM^ TUN= P = J = U M ^ TUN=P=J=NU^ PMP = P = J = N R M ^ ` a N = P = J = N R ^ ` a Q = N = J = O M ^ P J @ O= r p ^= ^ i NJ R MM=r p ^=^i OJPLM=r p^=^i O J@Q=_Kp q o a=`r= N J @Q=_Kp q o a=`r=k OJ @ Q=_Kp q o a=`r= NJ @Q=_Kp q o a=`r=k OJ @ Q= _ Kp q o a= ` r= N J @Q= _ Kp q o a= `r= k OJ@Q=_Kpqoa=` r = NJ@Q=_Kpqoa=` r = k OJ @ Q=_Kp q o a=`r= N J@Q=_Kp q o a=`r=k OJ@O=p p `=^i= ^ i= NJ@O=p p `=^i=^i=k OJ@Q=_Kp qo a=`r= NJ@Q=_Kp q o a=`r=k O J @Q=_Kp q o a=`r= NJ @Q=_Kp q o a=`r=k OJ @ Q= _ Kp q o a= ` r= N J@Q= _ Kp q o a= `r= k O J @O= p p`= ` r= ` r= NJ @ O= p p `= ` r= ` r= k J N LM= o q p= ` r= JNL M= o q p= ` r= k OJ @Q= _ Kp q o a= `r= N J @Q= _ Kp q o a= ` r= k PMRR TQR PMSO PMPT i =NR UVT PMUM PMTN PMUN i =NO i =NN PNPP PMQU PMTR PNNM PMRM PMTM PMPV i =NS TQM PNOM PNON i =PNIPO PNQV PMVR PMON PMVN PMUN TRR PMPV PNNN PNQT PMVM PMRR PNTR CARL S B A D V I L L A G E D R OAK A V E M A D I S O N S T J E F F E R S O N S T J E F F E R S O N S T OAK A V E I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P Q R J N O M P T R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPQRJNOMPTM NR P P T J N O M P T R NRPQRJNOMPUM NR P R O J N O M P T R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y YY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YY Y Y % % % % % % % % % % % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś ÉG J J J J J J J J J q q !q% "p% !q% !q% q q !q% !q% !q% q !q% !q% q q !q% !q% q !q% q9 !q% !q% Îk Îƙ Îj Îk Îk ]] JGd JGd JGd JGd JGd JGd JGd JGd JGd JGd D D D : D D D D D D D D D D D D D D Ȍ mOOUPRU mORR U Q mOPP U V mOUQ Q Q mOTN U S mOMQ U Q Q g mOQU T S mOON S V mOPP V M mNOT N T M mOPP V N mNOV Q U R mOUTUTmNOOVQS mOO P U R mNOT N T O mNOV Q U Q mOMV Q O mNOM P S Q mOUP P P mOR P U O O mOOQ V Q U mOQS S V mOTN U T mNOO Q O mOPV Q N V mOQ S M V Q mOOOVNS mNOV V T V mNOV Q U P mNOTUVO mOR O M Q V mOSO R R g mNOV V T U mNOV V U M mOON R R U mOOPQV mNOT N S V mNOT N T Q mOUP P O mNOO N P M g mNOT N T N mNOT N T P mNOM P S P g mNOOVQR mOSO R Q g mNMQ N P M mOON N T R aNOR V U N aOQQ U R T U N P S aNMNUVT aPR V M R S S S N M aNOR V U O aPSMNVSSSSR aPRV U M S S R M O aON N R R U aNMNVMN aPRU V O S S R R V aPSMTRSSSUN aPRV U R S S R O M aPSMQMSSRMM aPRV N N S S S M M aPRV M Q S S R T R aPRV T S S S S P O aPRV T R S S S R R aNQMPNNaPSMPQSSRNMaPSMMNSSRRR aPRT P O S R V M U aNPU V O T aPRV Q T S S S Q R aOP R Q Q P aPRV V P S S R Q Q aPSMMQSSSQN aPSMQMSSSTV aPR V T V S S R P U aPR V U M S S R P V aNOV S V U peQ T N U V R peQ T N V Q P peQ T N V Q Q peQ T N V Q R peQ T N S M V peQ T N U U T eNPU P U S j P R U O R S S N O M j P R U N R S S N M U peQ T N V N T peQTNVOV peQTNVPQ peQ T N V R U peQTNSMRePRVVOSSRQR peQ T N U U R j P R U O M S S N M U ePRV N M S S U M M j P R T V M S S M U M peQ T N V Q T peQTOOON peQTOOQMpeQTNRVT pe O N P U O M O peQ T N S O P peQ T N V M N peQTNVNN peQ T N V P S peQTNVPV peQTOOOMpeQTNRUT ePR V U R S S R P T peQ T N V O U peQ T O O P T peQ T O O Q O ePRV T M S S R M O peQ T N V M Q eNMV M O M peQTNVOM eNMV M O N peQ T O O R N peQTNSNS eNMV M N V peQ T N U V S ePSRVQSSSOU peQ T N V N O peQTNVNQ peQ T N V O P peQ T N V O T peQ T N V P T peQ T N V Q N peQTNVQU ePSMRPSSSUV peQ T N V M M peQTNVMV ePSMNRSSSSP peQTOOPP peQTOOQR ^d N J T U N=J=O R = t PMPJ P P R N=J=T R = k q p ` a N J N O P N=J=RM = p a p PMPJN Q M N=J=O R = k a a PMPJPVMN=J=OOR=ej _ ^d N J V O N=J=O R = t ^d N J T R N=J=RM = t TUNJUMN=J=TR=ew_ ^d N J T S N=J=OR = t ` a N J N N M p N=J=OR=t r p ` a N J N O O N=J=R M = p a p ` a N J N O S N=J=RM=papTUNJPSNN=J=TR=eapTUNJQQVN=J=OR=epi PMPJN N S N=J=R M = k q p PMPJ N R V N=J=TR = k q p ` a N J N O N N=J=RM = p a p TUNJQQUN=J=OR=eapTUNJNRVN=J=RM=eb ^d N J T O N=J=OR = t ^d N J T P N=J=RM = t TUN J U M N N=J= O R = e b ` a N J N M U p N=J=OR=t r p PMP J N Q O V N=J= R M = k q p PMPJS O N=J=OR = e b PMPJN M Q R N=J=O R = e b ^d N J T N N=J=OR = t TUNJ T S N=J=TR = k a p TUNJTQN=J=NMM=eap TUNJ N P M N=J=O R = e b ` a N J N N N p N=J=OR=t r p PMPJN P V N=J=O R = k a p ` a N J N O T N=J=RM=pap ^d N J S P N=J=RM = t TUNJ T U N=J=O R = k p a TUNJ T V N=J=NM M = k a p ` a N J N M V p N=J=RM=t r p PMPJN M R T N=J=RM = e b TUNJ T T N=J=OR = k a p ^d N J N M N N=J=OR = t PMPJ N O S N=J=RM = k a p PMPJ N R U N=J=TR = k q p PMPJP T T N=J=OR = k q p PMP J R V S N=J= R M = k q p ` a N J N O R N=J=OR=pfa PMPJ N M Q Q N=J=OR = e b PMPJN N P N=J=RM = k q p ^d N J O Q M N=J=R M = p a p ` a N J N O Q N=J=RM=pfa TUNJ O M T U N = @ O = ^ i = u ˉ ` k = N V O D T U N = @ O = p l i = ^ i = v ˉ ` k = O R M D PMP=OLM= ^ i = P ˉ ` k = R M O D ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O= ^ i = w ˉ ` k = N O N D PMP=OLM = ^ i = P ˉ ` k = S M U D PMP=@O = ^ i = v ˉ ` k = N O O D PMP=@O = ^ i = u ˉ ` k = P M U D ` aN=@O=^i =wk =ORRD ` a N = @ O = ^ i = v k = O Q M D PMP=@O = ^ i = v ˉ ` k = P P M D TUN=OL M = ^ i = P ˉ ` k = N P M D ` aN=@O=^i =Nˉ ` k =PVMD` a N = @ O = ^ i = N ˉ ` k = O R P D PMP=@O = ^ i = w ˉ ` k = N S R D ` aN=@O=^i =vk =PSRD P M P = @ O = ^ i = O ˉ ` k = O S Q D TUN=@O=^ i = O ˉ ` k = P P M D P M P = @ O = p l i = ^ i = v ˉ ` k = N V M D P M P = @ O = ^ i = w ˉ ` k = O O S D ` a N = @ O = ^ i = w k = Q M R D P M P = @ O = ^ i = u ˉ ` k = O Q U D ` a N = @ O = ^ i = u k = T M D ` a N = @ O = ^ i = u k = N O R D TUN=@O=^ i =Oˉ ` k =NQRD TUN=@O = ^ i = P ˉ ` k = O U M D T U N = N M M M = ^ i = P ˉ ` k = N S O D PMP=@O = ^ i = P ˉ ` k = R U M D PMP=OL M = ^ i = P ˉ ` k = Q T O D ` a N = @ O = ^ i = w k = P P M D TUN=@O = ^ i = P ˉ ` k = N P M D ` a N = O L M = ^ i = P ˉ ` k = Q Q R D ^d N = @ O = ^ i = u ˉ ` k = O P M D PMP=@O= ^ i = w ˉ ` k = O P S D PMP=@O = ^ i = v ˉ ` k = O P T D T U N = S P S = ^ i = P ˉ k ^d N = @ S = ` r = N ˉ k ^d N = @ S = ` r = N ˉ k P M P = @ S = ` r = O ˉ PMP=@S=` r = O ˉ T U N = S P S = ^ i = P ˉ k ^d N = @ S = ` r = N ˉ k PMP=PPSKQ=^ i = P ˉ k ^ d N = @ S = ` r = N ˉ k TUN=@ Q = ` r = P ˉ PMP=@ Q = ` r = O ˉ ^d N = @ S = ` r = N ˉ k TUN=@Q = ` r = P ˉ ^d N = @ S = ` r = N ˉ k ^d N = @ S = ` r = N ˉ k ^ d N = @ S = ` r = P ˉ k ^d N = @ S = ` r = N ˉ k ^d N = @ S = ` r = N ˉ k ^ d N = @ S = ` r = N ˉ k ^d N = @ S = ` r = N ˉ k ^d N = @ S = ` r = N ˉ k ^d N = @ S = ` r = N ˉ k ^ d N = Q L M = ` r = P ˉ k ^ d N = @ S = ` r = P ˉ k T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = P ˉ T U N = S P S = ^ i = P ˉ k TUN=@Q=` r =Oˉ ^ d N = @ S = ` r = P ˉ k T U N = S P S = ^ i = P ˉ k ^d N = @ S = ` r = N ˉ k TUN=@ S = ` r = P ˉ ^d N = @ Q = ` r = N ˉ k TUN=@Q=` r =OˉTUN=@Q=` r =Oˉ T U N = S P S = ^ i = P ˉ k TUN=O=J=UM^ ^d N = N = J = S R ^ TUN= N = J = S R ^ TUN= P = J = N R M ^ TUN=P = J = U M ^ TUN=P = J = _ o d a PMP= O = J = N R ^ TUN=O=J=PM^ PMP=O = J = N R ^ ` a N J N Q c ` a N J N P c ` a N J N O c OJ P R M= r p ^= ^ i OJNLM=pfa^=^i OJPLM=pfa^=^i O JNL M=pfa ^=^i OJPLM=pfa^=^i OJP R M= r p ^= ^i OJP R M=r p^=^i OJPLM= pfa ^= ^i OJPLM=r p^= ^i OJPLM= pfa ^= ^i OJ P R M= r p ^= ^i O J@Q=_Kp q o a=`r= N J @S=_Kp q o a=`r=k QSM PPM PUS PVN PQR PUR PRM PUN PPR PSM PMR POM PSQ PRR i =Ni =P PUMR PNR PPM PST PTM N A U T I C A L JUNIP E R A V E N A S T I C A L A N C H O R W A Y HEML O C K I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P R O J N O M P Q M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPROJNOMPPR NR P Q R J N O M P Q M NRPROJNOMPQR NR P S M J N O M P Q M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % % % !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś ÉG J J J J J !q% "p% q9 !q% !q% q q !q% !q% !q% !q%q9 q9 !q% !q% q !q% q q9 !q% q9 !q%q9 !q% !q% q Îk Îj Îj Îk Îk Îk Îk ÎlÎk]] ] ] ] ] JGd JGd JGd JGd JGd JGd JGd JGd D : D : : D D D D D D D D D D D D:D D D D D D D : Ȍ Ȍ Ȍ Ȍ Ȍ mOOUPRU mORR U Q mOOVRRS mNOUTST mOUQ Q Q mOTN U S mOMQ U Q Q g mOON S V mOPP V M mOPP V N mOTONQg mNVRPRO mOOMOM mOUT U T mNOOVQS mOO P U R mOOPMN mOOMNV mOMV Q O mOR P U O O mOQ S M V Q mOOOVNS mOOVRRT mNOV Q U P mOOMPO mNOT U V O mOR O M Q V mOSO R R g mOOOVNQ mOOPMO mOTSRP mOOP Q V mNOT N T Q mOPPUR mNOT N T P mOMVTMT mOPPUQ mOOOVNP mOOOVNRmNOOVQR mOSO R Q g aNMN U V T aNOR V U O aPSM N V S S S S R aOOMTPU aPR V U M S S R M O aPSNNPSSRTQ aNVQSOOaNMNVMN aPSMTRSSSUN aPRV U R S S R O M aPS M Q M S S R M M aPRV T S S S S P O aPRV T R S S S R R aNQM P N N aPSM P Q S S R N M aPS M M N S S R R R aPRT P O S R V M U aPRV Q T S S S Q R aO P R Q Q P aPRV V P S S R Q Q aPSM M Q S S S Q N aPSM Q M S S S T V aPRV T V S S R P U aNMMRPS aPR V U M S S R P V aPSMUMSSSRM aNOV S V U peQ T N U V R peQ T N V Q P peQ T N V Q Q peQT N V Q R peQ T N S M V j P R U O U S S N V M j P R U O R S S N O M j P R U N R S S N M U peQ T N V N T peQ T N V O V peQ T N V P Q peQ T N V R U peQTOOPV peQT N S M R ePRV V O S S R Q R j P R U O M S S N M U j P R U O R S S O M V j P R T V M S S M U M peQ T N V Q T peQ T O O O N peQ T O O Q M peQTOOQQ peQ T N R V T pe O N P U O M O peQ T N V N N peQ T N V P S peQ T N V P V peQ T O O O M peQTOOQV peQ T N R U T ePRV U R S S R P T peQ T N V O U peQ T O O P T peQ T O O Q O ePRV T M S S R M O peQ T N V O M eNMV M O N peQ T N S N S peQTNSOM ePSR V Q S S S O U peQ T N V N Q peQ T N V O P peQ T N V O T peQ T N V P T peQ T N V Q N peQ T N V Q U peOOSPTVS ePSMRPSSSUV peQTOORO peQ T N V M V ePSM N R S S S S P peQTOOPP peQTOOQR peQTOOQT ^d N J T U N=J=O R = t ` a N J N O P N=J=RM = p a p ` a N J N N V N=J=TR=pfa ` a N J N P T N=J=TR=pap PMPJ N Q M N=J=OR = k a a PMPJ P V M N=J=OO R = e j _ ^d N J V O N=J=OR = t TUNJ U M N=J=T R = e w _ ` a N J N N O p N=J=OR=t r p ` a N J N N M p N=J=OR=t r p ` a N J N O O N=J=RM = p a p ` a N J N O S N=J=RM = p a p ` a N J N P S N=J=OR=t TUNJ P S N N=J=TR = e a p TUNJQQVN=J=OR=epi ` a N J N O N N=J=R M = p a p TUNJ Q Q U N=J=OR = e a p TUNJ N R V N=J=RM = e b ^d N J T P N=J=R M = t TUN J U M N N=J= O R = e b ` a N J N M U p N=J= O R = t r p ` a N J N N U N=J=RM=t ` a N J N N T N=J=RM=t PMP J N Q O V N=J= R M = k q p TUNJ T S N=J=TR = k a p TUNJTQ N=J= N M M = e a p TUNJ N P M N=J=O R = e b ` a N J N N N p N=J=OR=t r p PMPJ N P V N=J=OR = k a p ` a N J N O T N=J=RM=pap TUNJ T U N=J=OR = k p a TUNJ T V N=J=NM M = k a p TUNJSPNN=J=RM=pap ` a N J N M V p N=J= R M = t r p ` a N J N N P p N=J=OR=t r p TUNJ T T N=J=OR = k a p TUNJSOVN=J=RM=pap ^d N J N M N N=J=OR = t ` a N J N N Q N=J=RM=t ` a N J N O R N=J=O R = p f a ^d N J O Q M N=J=R M = p a p TUNJSQUN=J=OR=k a p ` a N J N O Q N=J=RM = p f a T U N = @ O = ^ i = u ˉ ` k = N V O D TU N = @ O = p l i = ^ i = v ˉ ` k = O R M D TUN=@O=^ i =Nˉ ` k =OSOD PMP=OLM = ^ i = P ˉ ` k = R M O D ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O = ^ i = w ˉ ` k = N O N D PMP=OLM = ^ i = P ˉ ` k = S M U D ` a N = O L M = ^ i = P ˉ ` k = P O O D ` a N = O L M = ^ i = P ˉ ` k = N U M D ` a N = @ O = ^ i = w k = O R R D ` a N = @ O = ^ i = v k = O Q M D PMP=@O = ^ i = v ˉ ` k = P P M D TUN=O L M = ^ i = P ˉ ` k = N P M D ` a N = @ O = ^ i = N ˉ ` k = P V M D ` a N = @ O = ^ i = N ˉ ` k = O R P D ` a N = @ O = ^ i = v k = P S R D ` aN=@O=^i =Nˉ ` k =OTMD P M P = @ O = ^ i = O ˉ ` k = O S Q D T U N = @ O = ^ i = O ˉ ` k = P P M D ` a N = @ O = ^ i = N ˉ ` k = N V Q D ` a N = @ O = ^ i = w k = Q M R D ` a N = @ O = ^ i = u k = T M D ` a N = @ O = ^ i = u k = N O R D TUN=@O=^ i = O ˉ ` k = N Q R D TUN=@ O = ^ i = P ˉ ` k = O U M D ` a N = @ O = ^ i = w k = P P M D TUN=@O = ^ i = P ˉ ` k = N P M D ` a N = @ O = ^ i = N ˉ ` k = O N M D ` a N = O L M = ^ i = P ˉ ` k = Q Q R D ^d N = @ O = ^ i = u ˉ ` k = O P M D ` aN=@O=^i =Nˉ ` k =OPMD PMP=@O = ^ i = w ˉ ` k = O P S D PMP=@O= ^ i = v ˉ ` k = O P T D ^d N = @ S = ` r = N ˉ k T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = P ˉ ^d N = @ S = ` r = N ˉ k TUN=@ Q = ` r = P ˉ ` aN=NLM=` r =Pˉ k ^ d N = @ S = ` r = P ˉ k ` aN=NLM=` r =Pˉ k ` aN=@S=` r =Pˉ k ` aN=NLM=` r =Pˉ k ^d N = @ S = ` r = N ˉ k ` aN=@S=` r =Nˉ k ^ d N = Q L M = ` r = P ˉ k ` aN=@S=` r =Nˉ k ` aN=NLM=` r =Pˉ k T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = P ˉ T U N = S P S = ^ i = P ˉ k TUN=@ Q = ` r = O ˉ TUN=@ S = ` r = P ˉ ` aN=NLM=` r =Pˉ k TUN=@ Q = ` r = O ˉ TUN=@Q = ` r = O ˉ ` aN=NLM=` r =Pˉ k` a N = P = J = _ o d a TUN=O=J=UM^ ^d N = N = J = S R ^ ` a N = P = J = S R ^ TUN=N = J = S R ^ ` a N = N = J = S R ^ TUN= P = J = N R M ^ TUN= P = J = U M ^ ` a N = N = J = S R ^ TUN=P = J = _ o d a PMP= O = J = N R ^ TUN = O = J = P M ^ ` a N = N = J = R M ^ ` a N J N Q c ` a N J N P c ` a N J N M c ` a N J N N c ` a N J N O c ` a N J V c OJPLM=pfa ^=^i OJ P L M=p fa ^=^i O J NL M= pfa ^= ^i OJ P R M= r p ^= ^ i OJP LM=p f a ^=^i OJPLM= pfa^=^i OJ P LM= p fa ^= ^i OJPLM= p f a ^= ^ i OJ P LM= p fa ^= ^i O J N LM=p f a ^=^i SPR QSM PSQO PUR i =N PTS PUMR TQM VILLAG E C I R JUNIP E R A V E NAUT I C A L N A U T I C A L NAUTI C A L A N C H O R W A Y I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P R O J N O M P Q R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPROJNOMPQM NR P Q R J N O M P Q R NRPROJNOMPRM NR P S M J N O M P Q R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y Y Y Y %% % % % % % % !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś Ś Ś Ś Ś J J J J JJ JJ J!q%!q% "p% !q% q9 !q% !q% !q% !q% q9 q9 !q% !q% !q%!q% q q!q% q9 q9 q !q% !q% !q% q9 q q Îk Îj Îk Îk ÎlÎk ] ] ] ] ] ] JGd JGd JGd JGd JGd JGd JGd JGdJGdD : D : : D D : D D D DD < D D : D D DD D : Ȍ Ȍ Ȍ Ȍ Ȍ mOOU P R U mOOTRT mNOTTMV mOOV R R S mNOUTSTmNOUTPN mOVVMR mOMUVVSmOOTRS mOTO N Q g mNORVUPg mNOUTPM mNVRPRO mOOM O M mNOSUPT mOUT U T mNOO V Q S mNORVUOg mNOVNOV mOOMTTO mOOP M N mOO M N V mNOOUPP mOQ S M V Q mNORORV mOOO V N S mOOPMP mOOV R R T mNOUTOV mOOMPO mNOT U V O mOPSORmORRNNT mOOTRUT mOOPMQg mOOO V N Q mOO P M O mOTS R P mOOMTTM mOOP Q V mOPP U R mNOVNPM mOOMTTPmOMQQQMmOMVTMT mOP P U Q mOOO V N P mOOO V N R mNOO V Q R mOPPUP mOOMTTN mNOUTOU aNMN U V T aNVQQVO aNMMRPR aPS M N V S S S S R aO O M T P U aPRV U M S S R M O aPSNPMSSRMPaPSNMPSSRMVaPSNNPSSRTQ aNVQSOOaPSNTRSSRNM aNMN V M N aPSM T R S S S U N aPR V U R S S R O M aPS M Q M S S R M M aNVRMTU aPRV T S S S S P O aPRV T R S S S R R aNQ M P N N aPSM P Q S S R N M aPSNSRSSRNV aPSM M N S S R R R aPR V V P S S R Q Q aPS M M Q S S S Q N aPSM Q M S S S T V aPSNPMSSRSM aNMMRPS aPS M U M S S S R M peQTNRVOpeQTNSNN peQTNUUS peQ T N S M V j P R U O U S S N V M j P R U O R S S N O M j P R U N R S S N M U peQ T N V N T peQT N V O V peQ T N V P Q peQ T O O P V peQTNRUR peQ T N S M R ePRV V O S S R Q R peQTNSOO j P R U O M S S N M U j P R U O R S S O M V eNOQPMQ j P R T V M S S M U M peQ T O O O N peQ T O O Q M peQ T O O Q Q peQ T N R V T pe O N P U O M O peQTNUVO peQ T N V N N peQ T N V P V peQ T O O O M peQ T O O Q V peQ T N R U T eNOQOTMePSNORSSRTM ePRV U R S S R P T peQTNSOS peQTNUUP peQ T N V O M peQ T N S N S peQT N S O M peQTNUVU ePSR V Q S S S O U peQ T N V N Q peQ T N V Q U pe O O S P T V S ePSM R P S S S U V peQ T O O R O peQTNSMTpeQTNSON eNOQOMP peQ T N V M V ePSM N R S S S S P peQT O O P P peQ T O O Q R peQ T O O Q T TUNJSQTN=J=OR=k ap ` a N J N O P N=J=R M = p a p ` a N J N N V N=J=T R = p f a ` a N J N P T N=J= T R = p a p PMPJ P V M N=J=O O R = e j _ TUNJUSN=J=NMM=eap TUNJ U M N=J=TR = e w _ TUNJSPON=J=OR=pap ` a N J N N O p N=J= O R = t r p ` a N J N N M p N=J= O R = t r p ` a N J N O O N=J=RM = p a p ` a P J O M N N=J=OR=t ` a N J N O S N=J=RM = p a p ` a N J N P S N=J= O R = t TUNJ P S N N=J=TR = e a p TUNJRSN=J=OR=eap TUNJ Q Q V N=J=OR = e p i PMPJVUVN=J=RM=eb PMPJVVNN=J=OR=eb TUNJ Q Q U N=J=OR = e a p TUNJ N R V N=J=R M = e b TUNJRRN=J=OR=eap TUN J U M N N=J= O R = e b ` a N J N M U p N=J= O R = t r p ` a N J N N U N=J=RM = t ` a P J O P N=J=PTKR=t ` a N J N N T N=J=RM = t PMPJVVMN=J=NR=eb TUNJ T S N=J=TR = k a p TUNJVVN=J=OR=eaa TUN J T Q N=J= N M M = e a p ` a N J N N N p N=J= O R = t r p ` a N J N O T N=J=RM = p a p TUNJ T V N=J=N M M = k a p TUNJSPNN=J=RM=pap ` a N J N M V p N=J= R M = t r p ` a N J N N P p N=J= O R = t r p TUNJ T T N=J=OR = k a p TUNJSOVN=J=RM=pap ` a N J N N Q N=J= R M = t ` a N J N O R N=J=OR = p f a TUNJSPMN=J=RM=pfa TUNJSQUN=J=OR=k a p ` a N J N O Q N=J=R M = p f a TUNJRM T U N = @ O = p l i = ^ i = v ˉ ` k = O R M D TUN=@O=^ i =Nˉ ` k =OSOD ` a N = @ O = ^ i = N ˉ ` k = O T M D ` a N = O L M = ^ i = P ˉ ` k = P O O D TUN=@O=^ i = O ˉ ` k = N S S D TUN=@O=^ i = O ˉ ` k = P O R D TUN=OLM=^ i =Pˉ ` k =OORD TUN=@O=^ i = N ˉ ` k = Q M M D TUN=@O=^ i = N ˉ ` k = N Q R D ` a N = O L M = ^ i = P ˉ ` k = N U M D ` a N = @ O = ^ i = w k = O R R D ` a N = @ O = ^ i = v k = O Q M D TUN=@O=^ i = O ˉ ` k = O N S D TUN=@O=^ i =Nˉ ` k =NQOD TUN=OL M = ^ i = P ˉ ` k = N P M D TUN=@O=^ i = N ˉ ` k = N U O D ` a N = @ O = ^ i = N ˉ ` k = P V M D ` a N = @ O = ^ i = N ˉ ` k = O R P D ` a N = @ O = ^ i = v k = P S R D ` a N = @ O = ^ i = N ˉ ` k = O T M D T U N = @ O = ^ i = O ˉ ` k = P P M D TUN=@O=^ i =Nˉ ` k =NQMD ` a N = @ O = ^ i = N ˉ ` k = N V Q D ` a N = @ O = ^ i = w k = Q M R D ` a N = @ O = ^ i = u k = T M D ` a N = @ O = ^ i = u k = N O R D TUN=@O=^ i = O ˉ ` k = N Q R D TUN=@O=^ i = O ˉ ` k = N N R D TUN=@O=^ i =Nˉ ` k =OSOD TUN=@ O = ^ i = P ˉ ` k = N P M D ` a N = @ O = ^ i = N ˉ ` k = O N M D ` a N = O L M = ^ i = P ˉ ` k = Q Q R D TUN=OLM=^ i =Pˉ ` k =PUMD ` aN=OLM=^ i =Pˉ ` k =TQMDTUN=OLM=^ i =Pˉ ` k =TQMD ` a N = @ O = ^ i = N ˉ ` k = O P M D ` aP=@S=` r =Nˉ ` k ` a P = @ S = ` r = N ˉ k PMP=@Q=` r =Pˉ` aP=@S=` r =Nˉ k ` a N = N L M = ` r = P ˉ k PMP=@S=` r = O ˉ PMP=@Q=` r =PˉTUN=@Q=` r = P ˉ ` a N = N L M = ` r = P ˉ k ` a N = @ S = ` r = P ˉ k PMP=@S=` r =Oˉ ` a N = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a N = @ S = ` r = N ˉ k TUN=@Q=` r =Pˉ k ` a N = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ TUN=@Q = ` r = O ˉ ` a N = N L M = ` r = P ˉ k TUN=@ Q = ` r = O ˉ TUN=@ Q = ` r = O ˉ TUN=@Q=` r =Pˉ kTUN=@Q=` r =Pˉ k ` a N = N L M = ` r = P ˉ k PMP=@S=` r = O ˉ ` a N = P = J = _ o d a TUN=P=J=QM^ TUN= O = J = U M ^ ` a N = P = J = S R ^ TUN=P=J=NRM^ ` a N = N = J = S R ^ TUN=O=J=PM^TUN=O=J=PM^ ` a N = N = J = S R ^ TUN = O = J = P M ^ ` a N = N = J = R M ^ ` a N J N Q c ` a N J N P c ` a N J N M c ` a N J N N c ` a N J N O c ` a N J V c OJNLM=r p^=^i OJ N LM= pfa ^= ^i OJ @Q=pp `=^ i = ^i= N J @Q=p p`=^i=^i=k OJ@O=pp`=`r=`r= NJ@O=pp`=`r=`r=k OJ@O=pp`=`r=`r=NJ@O=pp`=`r=`r=k OJ@Q= _ Kp q o a= ` r= N J @S= _ Kp q o a= ` r= k OJ @Q= _ Kp q o a= ` r= N J @S= _ Kp q o a= ` r= k OJ@O=pp`=`r=`r=NJ@O=pp`=`r=`r=k OJNLM=oqp=`r=NJNLM=oqp=`r=k SPR PRTP PSQO SVR STP i =N VI L L A G E CI R VI L L A G E C I R VILLA G E C I R MAGNOLIA AVE MAGNOLIA AVE VILL A G E C I R VIL L A G E C I R V I L L A G E C I R V I L L A G E C I R I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P R O J N O M P R M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPROJNOMPQR NR P Q R J N O M P R M NRPROJNOMPRR NR P S M J N O M P R M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y YYYY Y Y Y Y Y % % % % % % % % % % % !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!( Ś Ś Ś Ś Ś Ś Ś Ś Ś Ś Ś Ś ŚÉGÉGJ J J J J J JJJ J J J J J J J !q% !q% !q% !q% !q% q9 q"p% !q% "p% !q% q9 q9 !q% !q% !q% q q !q% q !q% q !q% q9 q q qz Îl Îk Îj ÎƙÎk Îl Îk Îk Îl Îk Îk ] ] ] ] ] JGd JGd JGd JGd JGdJGd JGd JGd D :D : DD : D : D D D D : D D D D <:D D D : D D D D D D D : D D Ȍ Ȍ Ȍ Ȍ Ȍ mOOU P R U mOOTRT mOTNMT mNOTTMV mOOV R R S mNOU T S T mNOU T P N mNOVNPN mOVV M R mOMUVVSmOOTRSmNOTNUQ mOTO N Q g mOQSST mNOR V U P g mOVSQQ mNOU T P M mOQRTV mNVR P R O mNOPSNM mOOM O M mNOS U P T mNOO V Q S mNMNMOP mNOSTVM mNOR V U O g mOVSQP mNOV N O V mOOM T T O mOTSRO mOOP M N mOO M N V mNOO U P P mNOR O R V mOOO V N S mOOP M P mOOV R R T mNOUTOV mOO M P O mNOT U V O mOPS O R mOUMQT mOR R N N T mOOT R U T mOOP M Q g mOOO V N Q mOO P M O mNOTUVM mOTS R P mOOM T T M mOOP Q V mOONMSR mRNSRVR mOPP U R mOMSRQV mOVSQR mNOVNPM mOQRTU mNVUNVRmOQTPO mOOM T T P mOQTPPmOMQQQMmOMRUPP mOMV T M T mOP P U Q mOOO V N P mOOO V N R mNOO V Q R mNMNMOQ mOTNMU mNOTNUR mOMSRRP mOPPUP mOOM T T N mNOUTOUaNVQRRNaNSONQN aNVQ Q V O aNM M R P R aOO M T P U aPSNSSSSROM aPSN P M S S R M P aNVQQUV aPSN M P S S R M V aPS N N P S S R T Q aNVQ S O O aPS N T R S S R N M aNM N V M N aNVQRMN aPSM T R S S S U N aP S M Q M S S R M M aNVRMTU aNQM P N N aPSNTMSSRNM aPSN S R S S R N V aNVQQUT aPSM Q M S S S T V aPSN P M S S R S M aNMM R P S aPSM U M S S S R M peQ T N R V O peQTNRVRpeQTNSNN peQ T N U U S eNORMPMpeQTNRVUpeQTNSNU j P R U O U S S N V M j P R U O R S S N O M j P R U N R S S N M U peQ T O O P V peQ T N R U R peQTNSMOeNOQOSR peQTNSOO j P R U O M S S N M U j P R U O R S S O M V eNOQ P M Q peQ T O O O N peQ T O O Q M peQ T O O Q Q peQTOORPpeQTNSOR peQ T N U V O peQTNVMR peQ T O O O M peQ T O O Q V peQTNRUU peQ T N R U T eNOQOTM ePSN O R S S R T M peQ T N S O S peQ T N U U P peQTNRUN peQ T N S O M peQ T N U V U peQ T N V Q U pe O O S P T V S ePSM R P S S S U V peQ T O O R O peQTNSMT peQ T N S O N eNO Q O M P peQ T O O P P peQ T O O Q R peQT O O Q T TUNJ S Q T N=J=O R = k a p ` a P J O N N=J=RM=t ` a N J N N V N=J=TR = p f a ` a N J N P T N=J= T R = p a p PMPJ P V M N=J=OO R = e j _ TUNJ U S N=J=NM M = e a p TUNJS P O N=J=OR = p a p ` a N J N N O p N=J= O R = t r p ` a N J N N M p N=J= O R = t r p ` a P J O M N N=J= O R = t PMPJRMSN=J=TR=eb ` a N J N O S N=J=R M = p a p ` a N J N P S N=J= O R = t TUNJNPMTN=J=RM=e TUNJ R S N=J=O R = e a p TUNJ Q Q V N=J=OR = e p i TUNJSQPN=J=RM=k ap PMPJV U V N=J=R M = e b PMPJ V V N N=J=O R = e b TUNJ N R V N=J=R M = e b TUNJ R R N=J=OR = e a p ` a N J N N U N=J=R M = t ` a P J O P N=J=PTKR=t ` a N J N N T N=J=R M = t PMPJV V M N=J=NR = e b TUNJSRNN=J=TR=ewp TUNJ V V N=J=OR = e a a TUN J T Q N=J= N M M = e a p TUNJSQSN=J=OR=k ap ` a N J N N N p N=J= O R = t r p ` a N J N O T N=J=RM = p a p TUNJQPON=J=OOR=ewp TUNJ S P N N=J=R M = p a p ` a N J N M V p N=J= R M = t r p ` a N J N N P p N=J= O R = t r p ` a P J O O N=J=RM=t TUNJ S O V N=J=RM = p a p ` a N J N N Q N=J= R M = t PMPJVUUN=J=OR=ebTUNJPMSN=J=OOR=ej i TUNJ S P M N=J=R M = p f a TUNJ S Q U N=J=OR = k a p PMPJRMQN=J=NRM=ew_TUNJRMTUN=@O=^ i = N ˉ ` k = O N O D TUN=@ O = ^ i = N ˉ ` k = O S O D ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O=^ i = w ˉ ` k = U M D ` a N = O L M = ^ i = P ˉ ` k = P O O D T U N = @ O = ^ i = O ˉ ` k = N S S D T U N = @ O = ^ i = O ˉ ` k = P O R D TUN=OLM=^ i = P ˉ ` k = R Q R D TUN=OLM=^ i =Pˉ ` k =OORDTUN=OLM=^ i = P ˉ ` k = O O M D TUN=@ O = ^ i = N ˉ ` k = Q M M D TUN=@O = ^ i = N ˉ ` k = N Q R D ` a N = O L M = ^ i = P ˉ ` k = N U M D T U N = @ O = ^ i = O ˉ ` k = O N S D ` a N = O L M = ^ i = P ˉ ` k = R Q R D TUN=@O = ^ i = N ˉ ` k = N Q O D T U N = @ O = ^ i = N ˉ ` k = N U O D ` a N = @ O = ^ i = N ˉ ` k = P V M D ` a N = @ O = ^ i = N ˉ ` k = O R P D ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O=^ i = P ˉ ` k = T R D T U N = @ O = ^ i = N ˉ ` k = N Q M D ` a N = @ O = ^ i = N ˉ ` k = N V Q D ` a N = @ O = ^ i = u k = T M D ` a N = @ O = ^ i = u k = N O R D T U N = @ O = ^ i = O ˉ ` k = N N R D TUN=@O=^ i = P ˉ ` k = N T M D TUN=OLM=^ i = P ˉ ` k = N U M D TUN=@O=^ i = N ˉ ` k = O S O D ` a N = @ O = ^ i = N ˉ ` k = O N M D ` a N = O L M = ^ i = P ˉ ` k = Q Q R D TUN=OLM=^ i = P ˉ ` k = R Q R D TUN=OLM=^ i =Pˉ ` k =PUMDTUN=@O=^ i = N ˉ ` k = N P M D ` a N = O L M = ^ i = P ˉ ` k = T Q M D T U N = O L M = ^ i = P ˉ ` k = T Q M D ` a N = @ O = ^ i = N ˉ ` k = O P M D ` aP=@S=` r =Nˉ k ` a P = @ S = ` r = N ˉ ` k ` a P = @ S = ` r = N ˉ k PMP=@Q=` r = P ˉ P M P = @ Q = ` r = P ˉ ` aP=@S=` r =Nˉ k ` aP=@S=` r =Nˉ k` aP=@Q=` r =Oˉ k ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PMP=@S = ` r = O ˉ PMP=@Q=` r =PˉTUN=@Q=` r = P ˉ ` aP=@S=` r =Nˉ k ` a N = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ ` a N = @ S = ` r = P ˉ k PMP=@S=` r =OˉPMP=@Q=` r =Pˉ ` a N = N L M = ` r = P ˉ k TUN=@Q=` r = P ˉ ` a P = @ S = ` r = N ˉ k ` a N = @ S = ` r = N ˉ k PMP=@Q=` r =Pˉ TUN=@Q=` r = P ˉ k ` a N = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ TUN=@ Q = ` r = O ˉ ` a N = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ TUN=@Q = ` r = O ˉ TUN=@Q=` r = P ˉ TUN=@ Q = ` r = O ˉ TUN=@ Q = ` r = P ˉ k TUN=@ Q = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k PMP=@S= ` r = O ˉ PMP=@Q=` r =PˉPMP=@Q=` r = P ˉ k ` a N = P = J = _ o d a PMP=P=J=PM^TUN=P=J=QM^ TUN= O = J = U M ^ PMP=P=J=PM^ ` a N = P = J = S R ^ TUN=P=J=NRM^ ` a N = N = J = S R ^ TUN= O = J = P M ^ TUN=O = J = P M ^ ` a N = N = J = S R ^ PMP=P=J=PM^TUN=P=J=NRM^ ` a N = N = J = R M ^ ` a N J N P c ` a N J N M c ` a N J N N c ` a N J N O c ` a N J V c OJ P LM= r p ^= ^i OJPRM=r p ^=^i OJ P R M= r p ^= ^i OJ P LM= r p ^= ^ i OJ P LM= r p ^= ^ i O JP L M= r p ^= ^i OJN LM= r p ^= ^i OJNLM=_Kpqoa=`r= NJ@O=_Kpqoa=`r=k OJ@U=pp`= ` r= ` r=NJ@U=pp`= ` r= ` r= k OJ@O=pp`=`r=`r= NJ@O=pp`=`r=`r=k OJNLM=_Kpqoa=`r=NJ@O=_Kpqoa=`r=k O J@O= p p`= ^i= ^i= NJ @ O= p p `= ^i= ^i= k OJ N LM= _ Kp q o a= ` r= NJ @ O= _ Kp q o a= ` r= k OJ N LM= _ Kp q o a= `r= NJ @O= _ Kp q o a= ` r= k PQUO PQRR PRMM PRPT TSR PRNR PRTP PQTU PRVQ PQVR SPM PRQM PSQO PQUQ PRNM PRPS PRNR PRTR TTM PQSN PRPR PROS PQQO PRRT TRR PQTR PQUM PRQR PQTR PQUR PQTM PRSR PRNS PRPS PRQS PRTO PRUM PQPM VILLA G E CIR R O O S E V E L T S T VILLA G E C I R MAGNOLIA AVE M A D I S O N S T PALM A V E R O O S E V E L T S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P R O J N O M P R R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPROJNOMPRM NR P Q R J N O M P R R NRPROJNOMPSM NR P S M J N O M P R R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś Ś Ś Ś Ś ÉG ÉG J J J J J J J J J J J J J !q% !q% "p% !q% !q% !q% q "p% "p% !q% !q%q !q% !q% q !q% q !q% q q q q !q% z Îl Îj Îk Îj Îƙ Îk Îl Îk JGd JGd JGd JGd JGd JGdJGd JGd JGd JGd JGd D : D D D D D D D D D D D : D : D D D : < : D D D D D D D D D D D D mOQSTS mOOT R T mNOTUUQ mOTN M T mNOT T M V mOOV R R S mNOU T S T mNOU T P N mNOV N P N mOVV M R mOMU V V S mOOT R S mNOTUQN mNOT N U Q mOTO N Q g mOQS S T mNOR V U P g mOVS Q Q mOOMVMM mNOU T P M mOQR T V mNVR P R O mNOP S N M mOOM O M mNOS U P T mNMN M O P mNOS T V M mNOR V U O g mOVS Q P mNOV N O V mOOM T T O mOTS R O mOOP M N mNOO U P P mOTNMPmOTNMS mNOR O R V mOOP M P mNOU T O V mOO M P O mOPS O R mOUM Q T mOR R N N T mOTNMQ mOTNMR mOOT R U T mOOP M Q g mOO P M O mNOT U V M mOOM T T M mOMQQPV mOON M S R mRNS R V R mOPP U R mOMS R Q V mOVS Q R mNOV N P M mOQRTU mNVU N V R mOQT P O mOOM T T P mOQT P P mOMQ Q Q M mOMRUPPmNORTMOg mOMV T M T mOP P U Q mOOO V N P mNMN M O Q mOVMQS mOTN M U mNOT N U R mOMS R R P mOPP U P mOMSRQU mOOM T T N mNOU T O U aNVQ R R N aNSO N Q N aNVQQUQ aNVQ Q V O aNMM R P R aOO M T P U aPSN S S S S R O M aPS N P M S S R M P aNVQ Q U V aPSN M P S S R M V aPSN N P S S R T Q aNVQ S O O aNVUMTS aPSN T R S S R N M aNV Q R M N aNV R M T U aPSN T M S S R N M aPSN S R S S R N V aNTMPPQaNVQQUT aPSOPVSSSRP aPS N P M S S R S M aNM M R P S peQ T N R V O peQ T N R V R peQ T N S N N peQ T N U U S eNORMPMpeQTNRTPpeQTNRVM peQ T N R V U peQT N S N U peQTNVQOeNOQOTO peQ T N R U R peQT N S M O eNOQ O S R peQ T N S O O eNO Q P M Q eNORMOV peQT O O R P peQ T N S O R peQ T N U V O peQ T N V M R peQTNVRM peOPOMPMO peONPSTRS peQT N R U U eNO Q O T M ePSN O R S S R T M peQ T N S O S peQ T N U U P peQTNRSUpeQTNRSP peQ T N R U N peQT N U V U peQTNVPM peQTOOOS peQ T N S M T peQ T N S O N eNOQ O M P peQTNVSO TUNJ S Q T N=J=OR = k a p ` a P J O N N=J=RM = t ` a N J N P T N=J= T R = p a p TUNJ U S N=J=N M M = e a p TUNJ S P O N=J=OR = p a p ` a P J O M N N=J= O R = t PMPJRNNN=J=NRM=ew_PMPJRMSN=J=TR=eb TUNJN P M T N=J=RM = e TUNJ R S N=J=OR = e a p TUNJ S Q P N=J=R M = k a p PMPJORUN=J=TR=k a p PMPJ V U V N=J=RM = e b PMPJ V V N N=J=OR = e b TUNJ R R N=J=O R = e a p PMPJRRUN=J=NMM=k a p ` a P J O P N=J=PT K R = t PMPJ V V M N=J=N R = e b TUNJSRNN=J=TR=ewp TUNJ V V N=J=O R = e a a TUNJ S Q S N=J=OR = k a p TUNJSQQN=J=OR=k ap TUNJ Q P O N=J=O O R = e w p TUNJ S P N N=J=RM = p a p ` a P J O O N=J=R M = t TUNJ S O V N=J=R M = p a p ` a N J N N Q N=J= R M = t PMPJ V U U N=J=O R = e b TUNJ P M S N=J=O O R = e j i TUNJS P M N=J=RM = p f a ` aPJOMN=J=RM=t TUNJ S Q U N=J=O R = k a p PMPJ R M Q N=J=NR M = e w _ ` aPJV TUNJ R M TUN=@O=^ i = N ˉ ` k = O P M D TUN=@O=^ i = N ˉ ` k = O N O D TUN=@ O = ^ i = N ˉ ` k = O S O D PMP=@O=^ i = w ˉ ` k = U M D T U N = @ O = ^ i = O ˉ ` k = N S S D T U N = @ O = ^ i = O ˉ ` k = P O R D T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=O L M = ^ i = P ˉ ` k = O O R D T U N = O L M = ^ i = P ˉ ` k = O O M D TUN=@O = ^ i = N ˉ ` k = Q M M D TUN=@ O = ^ i = N ˉ ` k = N Q R D ` a N = O L M = ^ i = P ˉ ` k = N U M D PMP=OLM=^ i = P ˉ ` k = R U M D T U N = @ O = ^ i = O ˉ ` k = O N S D ` a N = O L M = ^ i = P ˉ ` k = Q V M D ` a N = O L M = ^ i = P ˉ ` k = R Q R D TUN=@ O = ^ i = N ˉ ` k = N Q O D T U N = @ O = ^ i = N ˉ ` k = N U O D PMP=@O=^ i = P ˉ ` k = T M M D ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O = ^ i = P ˉ ` k = T R D T U N = @ O = ^ i = N ˉ ` k = N Q M D PMP=@O=^ i =Pˉ ` k =NMMDTUN=OLM=^ i = P ˉ ` k = Q V M D T U N = @ O = ^ i = O ˉ ` k = N N R D T U N = @ O = ^ i = P ˉ ` k = N T M D ` aP=NMMM=^ i =Pˉ ` k =PMMD T U N = O L M = ^ i = P ˉ ` k = N U M D T U N = @ O = ^ i = N ˉ ` k = O S O D PMP=OLM=^ i =Pˉ ` k =PTRD PMP=@O=^ i = N ˉ ` k = Q T M D TUN=OLM=^ i = P ˉ ` k = Q V M D T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=OL M = ^ i = P ˉ ` k = P U M D T U N = @ O = ^ i = N ˉ ` k = N P M D ` a N = O L M = ^ i = P ˉ ` k = T Q M D T U N = O L M = ^ i = P ˉ ` k = T Q M D ` aP=NLM=` r =Pˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ S = ` r = N ˉ ` k ` a P = @ S = ` r = N ˉ k PMP=@Q= ` r = P ˉ P M P = @ Q = ` r = P ˉ ` aP=@Q=` r =Oˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ S = ` r = N ˉ k PMP=@Q=` r =Pˉ` aP=@Q=` r =Oˉ k ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PMP=@S= ` r = O ˉ P M P = @ Q = ` r = P ˉ T U N = @ Q = ` r = P ˉ ` a P = @ Q = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PM P = @ Q = ` r = P ˉ ` a N = @ S = ` r = P ˉ k PMP=@S=` r = O ˉ P M P = @ Q = ` r = P ˉ ` a N = N L M = ` r = P ˉ k T U N = @ Q = ` r = P ˉ ` a P = @ Q = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k PMP=@Q=` r =Pˉ TUN=@Q=` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a N = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ T U N = @ Q = ` r = P ˉ TUN=@Q = ` r = P ˉ k TUN=@Q = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` a N = N L M = ` r = P ˉ k PMP=@S = ` r = O ˉ P M P = @ Q = ` r = P ˉ PMP=@Q= ` r = P ˉ k ` a N = P = J = _ o d a PMP=P = J = P M ^ TUN=P = J = Q M ^ PMP=P = J = P M ^ TUN=P = J = N R M ^ ` a N = N = J = S R ^ TUN= O = J = P M ^ TUN= O = J = P M ^ ` a N = N = J = S R ^ PMP = P = J = P M ^ TUN=P = J = N R M ^ PMP=P=J=_od a ` a N = N = J = R M ^ OJP LM=r p ^=^i OJP LM= r p ^= ^ i PJP R M= r p^= ^i OJ P R M= r p ^= ^i O J NL M=r p ^=^i OJ P LM= r p ^= ^ i OJ@O=_Kpqoa=`r=NJ@S=_Kpqoa=`r=k O J@O= p p`= ^i= ^i= NJ @ O= p p `= ^i= ^i= k OJ N LM= _ Kp q o a= `r= NJ @ O= _ Kp q o a= ` r= k OJ@Q=pp`=`r=`r= NJ@Q=pp`=`r=`r=k OJ@ Q=p p`=`r=`r= NJ@ Q=p p`=`r=`r=k OJ@Q=pp`=`r=`r= NJ@Q=pp`=`r=`r=k O J@S= _ Kp q o a= ` r= NJ @ S= _ Kp q o a= ` r= k OJ @S= _ Kp q o a= ` r= NJ @ S= _ Kp q o a= `r= k OJ @S= p p`= `r= `r= NJ @S= p p`= `r= `r= k OJ@O=p p `=`r=`r= NJ@O=p p `=`r=`r=k O JNL M= _ Kp qo a= `r= NJ @ O= _ Kp q o a= `r= k OJ N L M= _ Kp q o a= `r= N J @ O= _ Kp q o a= ` r= k SSN PQQP PQRR PQPR PQTN TSR PPPN PPUM PQRQ i =S PQOM PPVS PQMR PQSP SPM SPR PPRT PPRQ PQSN PQPQ PQQS TRR PQQT TUS TTR PPVN PQQO PQOO PQSU PQOV i =PN PPST PQON PPSS PQTR PQMU PQTM PRNS PPQR PQNU PQPM PQOV PQQT PALM A V E M A D I S O N S T CHEST N U T A V E CHES T N U T A V E J E F F E R S O N S T M A D I S O N S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P R O J N O M P S M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPROJNOMPRR NR P Q R J N O M P S M NRPROJNOMPSR NR P S M J N O M P S M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y % % % % % % % !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś Ś Ś J J J J J J J J J J!q% q "p% "p% q !q% "p% !q%"p% "p% !q%q !q%"p% !q% q q q !q% !q% z }ȏÎƙ Îl Îj Îƙ Îk Îl Îk JGd JGd JGd JGd JGd JGd JGd JGd : D D D D D D D D D D D : D : D < : D DD D D D D D D D D Ȍ Ȍ mOQSTSmOOTVPO mOOT R T mNOT U U Q mOPQORg mOTN M T mNOT T M V mNOV N P N mOVV M R mOMU V V S mNOVTUV mOOT R S mOTNMO mNOT U Q N mNOT N U Q mOPQOQ mOMQRUM mOQS S T mOVS Q Q mOOMTPV mOOM V M M mNOU T P M mOQR T V mNOP S N M mOQPVNmOQSTU mOORPNT mNMN M O P mNOS T V M mOVS Q P mNOV N O V mOTS R O mNOO U P P mOT N M P mOTN M S mNOR O R V mNOU T O V mOUM Q T mOR R N N T mOTN M Q mOTN M R mOONPO mOOTMRU mNOT U V M mOOM T T M mOMQQPVmOQPVMmNOTRNP mOON M S R mRNS R V R mOMS R Q V mOVS Q R mNOV N P M mOQR T U mNVU N V R mOQT P O mOQT P P mOQSTTmOTNVV mOMQ Q Q M mOMR U P P mNOR T M O g mOPSVOM mOMSRQPmOQSTV mNMN M O Q mOVM Q S mOTN M U mNOT N U R mOMS R R P mOPP U P mOMS R Q U mNOU T O U aNVQ R R N aNS O N Q N aNVQ Q U Q aNVQ Q V O aOOMMRO aPS N S S S S R O M aNV Q Q U V aNV U M T S aPSOVMSSRMO aNVQ R M N aNVR M T U aPSOURSSNQN aPSN T M S S R N M aNTM P P Q aNRMPVR aNVQ Q U T aPSOUTSSNSU aPSO P V S S S R P aNVUMTR aPSOTSSSNSO peQ T N R V R peQ T N S N N peQ T N U U S eNO R M P M peQTNVNV peQ T N R T P peQ T N R V M peQ T N R V U peQ T N S N U peQ T N V Q O eNOQ O T O peQ T N S M O eNOQ O S R peQ T N S O O ePSOTMSSNRM eNOR M O V peQTNVPR peQ T O O R P peQ T N S O R eNORMOU peQ T N V M R peQ T N V R M peQTNVRV pe O P O M P M O pe O N P S T R S peQ T N R U U eNOQ O T M peQ T N U U P peQ T N R S U peQ T N R S P peQ T N R U N peQTNUUU peQTNVPM peQ T O O O S peQ T N S M T peQT N S O N eNPOOQO peQTNVMT peQ T N V S O TUNJ S Q T N=J=O R = k a p ` a Q J N M M N=J=RM=t ` a P J O N N=J=R M = t PMPJOSRN=J=NRM=ewm PMPJ R N N N=J=NR M = e w _ PMPJ R M S N=J=TR = e b TUNJ N P M T N=J=RM = e ` aPJNVN=J=OR=t TUNJ S Q P N=J=RM = k a p PMPJO R U N=J=TR = k a p PMPJ V U V N=J=R M = e b ` aPJNRPN=J=RM=t` aPJORN=J=RM=t PMPJURNN=J=PMM=e_p PMPJRRTN=J=NMM=k a p PMPJR R U N=J=N M M = k a p ` a P J O P N=J=P T K R = t PMPJV V M N=J=N R = e b TUNJ S R N N=J=TR = e w p ` aPJUNN=J=RM=t bm TUNJS Q S N=J=OR = k a p PMPJOSQN=J=RM=k a p PMPJQVPN=J=TRM=ek _ TUNJ S Q Q N=J=OR = k a p TUNJ Q P O N=J=OO R = e w p PMPJRRVd _ P=J=RM=ec ` a P J O O N=J=RM = t PMPJOSPN=J=RM=k q p PMPJV U U N=J=OR = e b TUNJP M S N=J=OO R = e j i ` a P J O M N=J=RM = t PMPJ R M Q N=J=N R M = e w _ ` aPJqPJ` aQ` aPJV TUNJ R M T U N = @ O = ^ i = N ˉ ` k = O P M D T U N = @ O = ^ i = N ˉ ` k = O N O D PMP=@O=^ i = u ˉ ` k = P U M D PMP=@O=^ i = P ˉ ` k = O M Q D PMP=@O = ^ i = w ˉ ` k = U M D PMP=OLM=^ i =Pˉ ` k =RTRD T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=OL M = ^ i = P ˉ ` k = O O R D T U N = O L M = ^ i = P ˉ ` k = O O M D PMP=O L M = ^ i = P ˉ ` k = R U M D ` a N = O L M = ^ i = P ˉ ` k = Q V M D ` a N = O L M = ^ i = P ˉ ` k = R Q R D PMP=@O=^ i = P ˉ ` k = T M M D PMP=@O = ^ i = P ˉ ` k = T R D PMP=@O=` r =Pˉ ` k =OOMD P M P = @ O = ^ i = P ˉ ` k = N M M D T U N = O L M = ^ i = P ˉ ` k = Q V M D T U N = @ O = ^ i = O ˉ ` k = N N R D T U N = @ O = ^ i = P ˉ ` k = N T M D ` a P = N M M M = ^ i = P ˉ ` k = P M M D T U N = O L M = ^ i = P ˉ ` k = N U M D T U N = @ O = ^ i = N ˉ ` k = O S O D PMP=OLM=^ i =Pˉ ` k =NVOD PMP=@O=^ i =uˉ ` k =VMD PMP=@O=` r = v ˉ k = O U T D P M P = O L M = ^ i = P ˉ ` k = P T R D PMP=@ O = ^ i = N ˉ ` k = Q T M D T U N = O L M = ^ i = P ˉ ` k = Q V M D T U N = O L M = ^ i = P ˉ ` k = R Q R D TUN=O L M = ^ i = P ˉ ` k = P U M D T U N = @ O = ^ i = N ˉ ` k = N P M D ` a N = O L M = ^ i = P ˉ ` k = T Q M D T U N = O L M = ^ i = P ˉ ` k = T Q M D PMP=@O=^ i =Pˉ ` k =PRMD` aP=NLM=` r =Pˉ k` aP=NLM=` r =Pˉ k ` a P = @ S = ` r = N ˉ k ` aQ=@O=` r =Pˉ k` aQ=@O=` r =Pˉ kPMP=@Q=` r =Pˉ k ` a P = @ S = ` r = N ˉ k PMP=@Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ ` a P = N L M = ` r = P ˉ k ` aP=NLM=` r =Pˉ k ` a P = @ Q = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ S = ` r = N ˉ k P M P = @ Q = ` r = P ˉ ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ Q = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k P M P = @ Q = ` r = P ˉ T U N = @ Q = ` r = P ˉ ` a P = @ Q = ` r = O ˉ k ` aP=NLM=` r =Pˉ k ` a P = @ S = ` r = N ˉ k PM P = @ Q = ` r = P ˉ PMP=@S=` r = O ˉ P M P = @ Q = ` r = P ˉ T U N = @ Q = ` r = P ˉ ` a P = @ Q = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k P M P = @ Q = ` r = P ˉ TUN=@Q=` r = P ˉ k ` aP=NLM=` r =Pˉ k` a P = @ S = ` r = N ˉ k ` aP=NLM=` r =Pˉ k ` a Q = @ O = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` aQ=NLM=` r =Pˉ k P M P = @ Q = ` r = P ˉ T U N = @ Q = ` r = P ˉ TUN=@ Q = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` a Q = N L M = ` r = P ˉ k PMP=@S = ` r = O ˉ P M P = @ Q = ` r = P ˉ PMP=@Q= ` r = P ˉ k PMP=P = J = P M ^ TUN= P = J = Q M ^ PMP= P = J = P M ^ TUN= P = J = N R M ^ PMP=P=J=_od a ` aP=N=J=QM^PMP=P=J=NR^ TUN= O = J = P M ^ PMP = P = J = P M ^ TUN= P = J = N R M ^ PMP= P = J = _ o d a OJ P R M= r p ^= ^i OJP R M=r p ^=^i OJ P LM=r p ^=^i OJ P LM=r p ^=^i O J@S= _ Kp q o a= ` r= NJ @S= _ Kp q o a= ` r= k POVO PPPN PPUM PPOP PPQM PPRQ PPSU PPOO POTM PPMS PPSS PPUM J E F F E R S O N S T CHES T N U T A V E WALN U T H A R D I N G S T M A D I S O N S T H A R D I N G S T CHES T N U T A V E CHES T N U T A V E I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P R O J N O M P S R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPROJNOMPSM NR P Q R J N O M P S R NRPROJNOMPTM NR P S M J N O M P S R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % % % % !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!( !( !(!(!(!( !( !( !( !( !( !( !(!( Ś Ś Ś Ś J J J J J J J J J J J J JJ q "p% "p% q"p%Î,q !q% !q% q q "p% !q% !q%q !q% "p% q q q !q% !q% } r ȏ Îƙ Îl Îk Îl Îl Îj ÎƙÎƙÎƙ ÎlÎjÀÀ JGd JGd JGd JGd JGd JGd JGd D D DD D D D DD D D : D D D : D D D D D D D D<D D D D D Ȍ Ȍ mOQS T S mOOT V P O mNOT U U Q mOPQ O R g mOOOOU mOTN M T mOOMTPT mOOMTPU mNOQSPOmNOVTUVmNVUNVVmOQQSTg mOTN M O mOQQSU mNOT U Q N mNVUNVUmOORPNU mOPQ O Q mOMQRUM mOOMTPV mOOM V M M mOQP V N mNOVSTRg mOQS T U mONOOOQRgmOOOPMg mOOR P N T mOTS R O mNOOSNVgmOORMRQmNORVVN mOT N M P mOTN M S mOOOOTg mNOTTMP mOOMTPQ mOTN M Q mOTN M R mOONPO mOONPN mORUTU mOOT M R U mNOT U V M mOMQ Q P V mOQP V M mNOT R N P mPORRVNmOOOOVg mNOSQNUg mOVNMM mOMS R Q V mOQR T U mNVU N V R mOQS T T mOTNVV mOMR U P P mNOR T M O g mOPS V O M mOORPNV mOOPSP mOMSRQP mORVRT mOONOVmOPTPOmOUVUT mOQS T V mNMN M O Q mOVM Q S mOTN M U mOMS R R P mOONPMg mOMS R Q U aPSPPPSSRNM aOPRRSU aNSO N Q N aNVQ Q U Q aOO M M R O aNVQ Q U V aNVU M T S aPSO V M S S R M O aNNTPPUaPUPPSSSRNV aPSO U R S S N Q N aOMQORR aNTM P P Q aNR M P V R aNVQ Q U T aPSO U T S S N S U aPSO P V S S S R P aNVU M T R aPSO T S S S N S O eNOR M P M peQ T N V N V peQ T N R T P peQ T N R V M peQT N V Q O eNOQ O T O peOMPNQVM ePS O T M S S N R M eNO R M O V peQ T N V P R peQ T O O R P eNOR M O U peQT N V R M peQ T N V R V pe O P O M P M O pe O N P S T R S peQTNRST peQ T N R S U peQ T N R S P peQ T N U U U peQ T N V P M peQ T O O O S eNP O O Q O peQT N V M T peQ T N V S O ` a Q J N M M N=J=RM = t ` a P J O N N=J=RM = t PMPJ O S R N=J=N R M = e w m PMPJVSVN=J=PMM=e_p` aQJRNN=J=OR=t ` a Q J V V N=J=OR=t ` a Q J O R P N=J=OR=pap PMPJR N N N=J=N R M = e w _ PMPJR M S N=J=TR = e b ` aQJVUN=J=RM=t ` a P J N V N=J=O R = t TUNJ S Q P N=J=RM = k a p PMPJ O R U N=J=TR = k a p ` a P J N R P N=J=RM = t ` aQJVTN=J=TR=pap` aPJORN=J=RM=tPMPJNMRN=J=PMM=e^_ PMP J U R N N=J= P M M = e _ p PMPJR R T N=J=NM M = k a p PMPJ R R U N=J=NM M = k a p ` a Q J V Q N=J=OR=t TUNJ S R N N=J=TR = e w p ` a P J U N N=J=R M = t b m PMPJ` aQNOMMM=L=OQMMLQNSMvLOQMM PMPJ O S Q N=J=RM = k a p PMPJQ V P N=J=TR M = e k _ TUNJ S Q Q N=J=OR = k a p PMPJRRVd _ P=J=RM=ec PMPJ O S P N=J=RM = k q p ` a Q J V R N=J=RM=t ` a P J O M N=J=RM = t ` a Q J R S N=J=RM=t PMPJ R M Q N=J=NR M = e w _ ` a P J q P J ` a Q ` a P J V ` aQJP T U N = @ O = ^ i = N ˉ ` k = O P M D T U N = @ O = ^ i = N ˉ ` k = O N O D PMP=@O = ^ i = u ˉ ` k = P U M D PMP=@O=^ i =Pˉ ` k =OOSD PMP=@O = ^ i = P ˉ ` k = O M Q D PMP=@ O = ^ i = w ˉ ` k = U M D P M P = O L M = ^ i = P ˉ ` k = R T R D ` aQ=NMMM=^ i =Pˉ ` k =POMD PMP=OL M = ^ i = P ˉ ` k = R U M D ` a N = O L M = ^ i = P ˉ ` k = Q V M D PMP=@O = ^ i = P ˉ ` k = T M M D PMP=@O = ^ i = P ˉ ` k = T R D P M P = @ O = ` r = P ˉ ` k = O O M D P M P = @ O = ^ i = P ˉ ` k = N M M D T U N = O L M = ^ i = P ˉ ` k = Q V M D PMP=OLM=^ i = P ˉ ` k = N U S D PMP=OLM=^ i =Pˉ ` k =POMD T U N = @ O = ^ i = P ˉ ` k = N T M D ` a P = N M M M = ^ i = P ˉ ` k = P M M D P M P = O L M = ^ i = P ˉ ` k = N V O D P M P = @ O = ^ i = u ˉ ` k = V M D PMP=@O = ` r = v ˉ k = O U T D P M P = O L M = ^ i = P ˉ ` k = P T R D PMP=@O = ^ i = N ˉ ` k = Q T M D T U N = O L M = ^ i = P ˉ ` k = Q V M D P M P = @ O = ^ i = P ˉ ` k = P R M D ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ ` a P = @ S = ` r = N ˉ k PMP=@Q=` r =Pˉ` aQ=@O=` r =Pˉ k` aQ=@O=` r =Pˉ kPMP=@Q=` r =Pˉ k ` a Q = @ O = ` r = P ˉ k ` aQ=@O=` r =Nˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` aQ=@O=` r =Pˉ k ` a P = @ Q = ` r = O ˉ k ` aQ=@O=` r =Pˉ k PMP=@Q=` r = P ˉ P M P = @ Q = ` r = P ˉ ` a P = N L M = ` r = P ˉ k ` aQ=NLM=` r =Oˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ Q = ` r = O ˉ k ` a Q = N L M = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` a P = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ` aQ=@O=` r =Pˉ kPMP=@Q=` r =PˉPMP=@Q=` r =Pˉ ` a P = @ S = ` r = N ˉ k ` aQ=@O=` r =Nˉ k ` a Q = @ O = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` aQ=@O=` r =Pˉ k P M P = @ Q = ` r = P ˉ ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a P = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ` a Q = @ O = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` aQ=@Q=` r =Pˉ` aQ=@O=` r =Pˉ k ` a Q = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a P = @ Q = ` r = O ˉ k ` aQ=@O=` r =Pˉ k ` a Q = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q J R Q ` c NOMM=hs^oPMP=P=J=OR^` a Q = P = J = T R ^ PMP=P = J = P M ^ PMP=P=J=UM^PMP=P=J=_od a ` aQ=N=J=SM^ ` a P = N = J = Q M ^ PMP=P=J=NRM^PMP=P=J=NR^PMP=P=J=NRM^` a Q = N = J = O M ^ PMP=P = J = _ o d a OJPLM=pfa^=^i N J@U=r p ^=^i O JP LM=p fa ^=^i OJ R M M=r p ^=^i OJ P R M=r p ^=^i O JP R M= r p ^= ^i O JP R M= r p ^= ^i O J P R M=r p ^=^i PONM POOO POQQ PPRM VQR PPPM PPSU POSS PPNS PNTR PINE A V E H A R D I N G S T H A R D I N G S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P R O J N O M P T M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPROJNOMPSR NR P Q R J N O M P T M NRPROJNOMPTR NR P S M J N O M P T M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 ) CAR L S B A D 4 12/4 k V Y Y Y YY Y Y Y Y % % % % % % % % % % !( !( !(!( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś J J JJ J \ \ \ \ \ \ \ \ \ \ \ J J J J J J J J J J J J \ \ \ \ \ \ "p% q !q% "p% q q "p% Î, q p !q% !q% q "p% q "p% q !q% !q% "p% p q "p% q p q "p% !q% z } r ȏ ȏ Îƙ Îl Îk Îl Îl Îƙ Îƙ Îƙ Îƙ Îl Îj ÀÀ JGd JGd JGd JGd JGd D : D D D D D D D D D D D D D D D D D D D < D D D D Ȍ Ȍ Ȍ Ȍ mOQS T S mOOT V P O mNOT U U Q mOPQ O R g mOOO O U mOOM T P T mOOM T P U mNOTMRU mNOMTON mNOQSPO mOONOT mNOV T U V mNVU N V V mOQQ S T g mOTN M O mOQQ S U mNOT U Q N mNVU N V U mOOR P N U mOPQ O Q mOOMVQT mOMQ R U M mNONVSPg mOOM T P V mOQP V N mNOV S T R g mOQS T U mONO O O Q R g mOOOPMgmOMUUOQg mOOR P N T mOOTPV mOONOS mNOO S N V g mOOR M R Q mNOR V V N mOT N M P mOOO O T g mNOT T M P mOOMVQU mOOM T P Q mOUMQP mORVSMgmNOSQQV mOON P O mOON P N mORU T U mOVPTM mOOT M R U mOMTQS mOMQ Q P V mOQP V M mNOT R N P mPOR R V N mOOO O V g mNOS Q N U g mOVN M M mOOMTPP mOQS T T mOTN V V mOPS V O M mOORPNV mOOPSP mOMS R Q P mORV R T mOON O V mOOUVN mOPT P O mOUV U T mOQS T V mOOMVQV mOON P M g aPSP P P S S R N M aOP R R S U aPSPVMSSRQV aOO M M R O aPSQMRSSRONaPSPVVSSRNM aPS O V M S S R M O aNNT P P U aPSPTMSSSUMaNPNQTP aPUP P S S S R N V aPSPTTSSRPU aPSO U R S S N Q N aOMQ O R R aPSQMTSSRTP aNRM P V R aPSPQNSSRMM aPS O U T S S N S U aPS O P V S S S R P aPSPOSSSQUUaNOVQRR aONMUPN aNVU M T R aPSO T S S S N S O peQTNRTN ePSQMUSSRTP peQ T N V N V peONSUMPMePSQMQSSROMpeQTNRUVePSPUTSSRPS peQ T N V Q O peOMPNQVM ePSO T M S S N R M eNOR M O V peQ T N V P R eNOR M O U peQ T N V R M peQ T N V R V pe O P O M P M O peQT N R S T peQTNSMS peQTNUUQePSPSSSSRMR peQ T N U U U peQ T N V P M peQ T O O O S eN P O O Q O peQ T N V M T peQ T N V S O TUNJOQNN=J=NRM=e_p ` a Q J N M M N=J=RM = t TUNJSMN=J=TR=emN=J=RM=em PMPJNMMVN=J=TR=eb PMPJO S R N=J=NR M = e w m TUNJOURN=J=OR=k pi PMPJ V S V N=J=PM M = e _ p ` aQJRNN=J=OR=t ` a Q J V V N=J=O R = t ` a Q J O R P N=J=O R = p a p ` a Q J V U N=J=RM = t ` a P J N V N=J=OR = t TUNJNOON=J=NRM=e_p PMPJ O R U N=J=T R = k a p ` a P J N R P N=J=RM = t ` a Q J V T N=J=TR = p a p TUNJOUUN=J=NRM=e_pTUNJQUSN=J=NRM=ew_ ` a P J O R N=J=R M = t TUNJSPN=J=RM=k pi PMPJ N M R N=J=PM M = e ^ _ PMP J U R N N=J= P M M = e _ p TUNJTUVN=J=TR=ewp PMPJ R R T N=J=NM M = k a p ` a Q J V Q N=J=OR=tTUNJOUTN=J=RM=k ap ` a P J U N N=J=R M = t b m PMPJ ` a Q NOMM M = L = O Q M M L Q N S M v L O Q M M PMPJVUMP=J=OR=el PMPJVTUN=J=OR=ebO=J=OR=e PMPJ O S Q N=J=R M = k a p PMPJ Q V P N=J=TR M = e k _ PMPJ R R V d _ P=J=RM = e c PMPJVTVP=J=NMM=e PMPJO S P N=J=R M = k q p ` a Q J R T N=J=TR=mwp ` a Q J V R N=J=RM = t TUNJPVVN=J=TR=e_p ` a Q J R S N=J=RM = t ` a Q J S T N=J=OR=t ` a Q J R U N=J=OR=t ` a P J q P J ` a Q ` a P J V ` a Q J P TUN=OLM=^ i =Pˉ ` k =NQSDTUN=@O=pl i = ^ i = P ˉ ` k = R R R D PMP=@O = ^ i = u ˉ ` k = P U M D PMP=@O = ^ i = P ˉ ` k = O O S D PMP=@O = ^ i = P ˉ ` k = O M Q D P M P = O L M = ^ i = P ˉ ` k = R T R D TUN=@O=^ i =Pˉ ` k =OQSD ` a Q = N M M M = ^ i = P ˉ ` k = P O M D TUN=@O=^ i =uˉ ` k =NQSD PMP=@O = ^ i = P ˉ ` k = T M M D TUN=OLM=^ i =Pˉ ` k =QQMD P M P = @ O = ` r = P ˉ ` k = O O M D P M P = @ O = ^ i = P ˉ ` k = N M M D TUN=OLM=^ i = P ˉ ` k = P P P D P M P = O L M = ^ i = P ˉ ` k = N U S D TUN=@O=^ i =Pˉ ` k =PRMD P M P = O L M = ^ i = P ˉ ` k = P O M D TUN=@O=^ i =Pˉ ` k =OOMD ` a P = N M M M = ^ i = P ˉ ` k = P M M D P M P = O L M = ^ i = P ˉ ` k = N V O D P M P = @ O = ^ i = u ˉ ` k = V M D PMP=@O = ` r = v ˉ k = O U T D TUN=@O=^ i =Pˉ ` k =QNMD P M P = @ O = ^ i = P ˉ ` k = P R M D ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k PMP=@Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k P M P = @ Q = ` r = P ˉ k PMP=@Q=` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = N ˉ k ` a P = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k PMP=@Q=` r = P ˉ PMP=@Q=` r = P ˉ ` a P = N L M = ` r = P ˉ k ` a Q = N L M = ` r = O ˉ k ` a P = @ S = ` r = N ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a Q = @ O = ` r = P ˉ k PMP=@Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ ` a Q = @ O = ` r = N ˉ k ` a Q = @ O = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` a Q = @ O = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a P = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a P = N L M = ` r = P ˉ k ` a Q = @ Q = ` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a P = @ Q = ` r = O ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q = N L M = ` r = P ˉ k PMP=@Q=` r =PˉPMP=@Q=` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k ` a Q J R Q ` c NOMM = h s ^ o PMP=P = J = O R ^ ` a Q = P = J = T R ^ ` a Q = P = J = O M ^ PMP=P = J = U M ^ PMP= P = J = _ o d a ` a Q = N = J = S M ^ ` a P = N = J = Q M ^ PMP= P = J = N R M ^ PMP=P = J = N R ^ PMP = P = J = N R M ^ ` a Q = N = J = O M ^ ` a Q = P = J = N R M ^ O J P L M=r p ^=^i N J R M M=r p ^=^i OJ@O=pp`=^i=^i=NJ@O=pp`=^i=^i=k OJ @S= p p `= `r= ` r= N J @S= p p`= ` r= ` r= k O J@Q= _ Kp q o a= ` r= NJ @ Q= _ Kp q o a= ` r= k J@Q=pp`=`r=`r= J@Q=pp`=`r=`r=k OJ @ Q=_Kp q o a=`r= NJ @Q=_Kp q o a=`r=k O J@Q= _ Kp q o a= ` r= N J @ Q= _ Kp q o a= ` r= k OJ N LM=o q p=`r= NJ N LM=o q p=`r=k OJ @O=t m=`r= N J @Q=t m=`r=k OJ @ O=t m=`r= NJ @Q=t m=`r=k OJ N LM=o q p=`r= N JN L M=o q p=`r=k UVT i =N VQT PONM VPU POOO POQQ VOS VRO VUO VSR VVN VQR VRN PNRS PNSS VQN VTQ VUP NMOO POSS i =N PNTR VMS VPN VVS NMOU PINE AVE OAK AVE H A R D I N G S T H A R D I N G S T H A R D I N G S T H A R D I N G S T PINE A V E OAK A V E H A R D I N G S T H A R D I N G S T PINE A V E I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P R O J N O M P T R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPROJNOMPTM NR P Q R J N O M P T R NRPROJNOMPUM NR P S M J N O M P T R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % %% % % % % % % %% % !( !(!( !( !( !( !( !( !( !( !( !( !( !( J J J J J J !q% "p% !q% q !q% !q% !q% !q% "p% q !q% q !q% !q% q !q% !q% !q% !q% "p% q q q9 q !q% !q% !q% Îj Îƙ Îƙ Îƙ Îj Îƙ] JGd JGd JGd JGdJGdJGd JGd JGd JGdJGd JGd : D D D D D D D D D D Ȍ mOQT R T mNOU O T P g mOT S R U mOOM O Q mNOV Q U R mNOU O S V g mOTSRR mOTSRSg mNOV P M P mOON N T S mNOV Q U Q mNOV Q U S mOOMNT mNOQPUR mNOU O T Q g mPOR O S R mNOS P M U mOOOVNS mNOV V T V mNOV Q U P mOTSRQg mNOU O T M g mNOS R V Q g mNOQPUO mNOV V T U mNOV V U M mNOU O S U g mNOQPUQ mNOT N T Q mNOU O T O g mOOM O N mOT S R V mNOS P M T mOOMNP mNOT N T P mNOQ T S M mNOQPUP mNOV P M Q mOMV U U N mOOM T V U mOON N T R mOOMNS mOOM O R mORPUOU mOTNUQ aOQQ U R T U N P S aPRVVOSSSUV aPRV M R S S S N M aNOR V U O aPSMNVSSSSR aNQ M T R M aON N R R U aNOU M O P aPRU V O S S R R V aPSMTRSSSUN aNOR V V T aPRV N N S S S M M aPRV M Q S S R T R aPRV T S S S S P O aPRV T R S S S R R aNQMPNN aPRT P O S R V M U aNPU V O T aPRV Q T S S S Q R aOP R Q Q P aPSMPMSSTPMaPSMMQSSSQNaPSMQMSSSTV aNRU N V Q aNRVRSM aNQM T Q V aNOV S V U aPRVVUSSSVT aOP R M N Q peQ T N U V R peQ T N V Q P peQ T N V Q Q peQ T N V Q R eNMR N Q O peQ T O O V M eNPU P U S j PRUORSSNOMj PRUNRSSNMU peQ T N V N T peQTNVOVpeQTNVPQ peQ T N V R U peQTOOSQeNNRSSS eNM R N O T peQ T O O T V ePRV N M S S U M M j PRTVMSSMUM peQ T N V Q T peQTOOON peQTOOQM peQ T N V M N peQTNVNN peQ T N V P S peQTNVPV peQTOOOM peQ T O O S V eNMR N Q T peQ T N V O U peQ T O O P T peQ T O O Q O peQ T O O R S peQ T N V M Q eNMV M O M peQTNVOM eNMV M O N peQ T O O R N peQ T O O S M eNNR U R Q eNMV M N V peQ T N U V S ePSRVQSSSOU peQ T N V N O peQTNVNQ peQ T N V O P peQ T N V O T peQ T N V P T peQ T N V Q N peQTNVQU ePSMRPSSSUV peQ T O R Q P peQ T N V M M peQTNVMV ePSMNRSSSSP peQTOOPP peQTOOQR peQ T O O R Q ePR V R R S S V M V ^d N J T U N=J=O R = t PMPJ P P R N=J=T R = k q p ` a N J N O P N=J=RM = p a p PMPJN Q M N=J=O R = k a a PMPJPVMN=J=OOR=ej _ PMPJNQNN=J=TR=k q p PMPJ Q M R N=J=R M = k q p PMPJNQOR N=J=TR=e_ p` aNJNNMpN=J=OR=t r p ` a N J N O O N=J=R M = p a p ` a N J N O S N=J=RM=pap PMPJ V V N=J=NR = e b PMPJ Q U R N=J=OR = e b ` a N J N P M N=J=NM=t PMPJN N S N=J=R M = k q p PMPJ N R V N=J=TR = k q p ` a N J N O N N=J=RM = p a p PMPJ N S T N=J=RM = k a a PMPJRUPN=J=OR=eb` aNJNMUpN=J=OR=t r p PMP J N Q O V N=J= R M = k q p PMPJS O N=J=OR = e b PMPJN M Q R N=J=O R = e b ` a N J N O U N=J=RM=t PMPJ N M Q S N=J=OR = e b ` aNJNNNpN=J=OR=t r p PMPJN P V N=J=O R = k a p ` a N J N O T N=J=RM=pap PMPJ N Q P N=J=R M = k a a PMPJN M Q U N=J=R M = e b PMPJVRTN=J=NRM=ewm PMPJ R M M N=J=RM = k a p PMPJ N N R N=J=N R = e b PMPJ N O S N=J=RM = k a p PMPJ N R U N=J=TR = k q p PMPJP T T N=J=O R = k q p PMP J R V S N=J= R M = k q p ` a N J N O R N=J=OR=pfa PMPJ N M Q Q N=J=OR = e b ` a N J N O V N=J=NR=t ^d N J O Q M N=J=R M = p a p ` aNJNOQN=J=RM=pfa PMPJNQON=J=TR=k q p PMPJRMON=J=NRM=ew_ PMPJ Q O P N=J=R M = k a i PMP=OLM= ^ i = P ˉ ` k = R M O D PMP=@O=^ i = v ˉ ` k = N O M D PMP=@O = ^ i = u ˉ ` k = S O M D ` aN=@O=^i =Nˉ ` k =OTMD PMP=@O= ^ i = w ˉ ` k = N O N D PMP=OLM = ^ i = P ˉ ` k = S M U D PMP=@O = ^ i = v ˉ ` k = N O O D PMP=@O = ^ i = u ˉ ` k = P M U D ` a N = @ O = ^ i = w k = O R R D ` aN=@O=^i =vk =OQMD PMP=@O = ^ i = v ˉ ` k = P P M D PMP=@O=^ i =Pˉ ` k =RQOD` aN=@O=^i =Nˉ ` k =ORPD PMP=@O = ^ i = w ˉ ` k = N S R D ` a N = @ O = ^ i = v k = P S R D P M P = @ O = ^ i = O ˉ ` k = O S Q D PMP=@O=^ i =Pˉ ` k =PNUD PMP=@O=^ i =Pˉ ` k =NRMD PMP=OLM = ^ i = P ˉ ` k = Q U M D P M P = @ O = ^ i = P ˉ ` k = O P O D P M P = @ O = p l i = ^ i = v ˉ ` k = N V M D P M P = @ O = ^ i = w ˉ ` k = O O S D ` aN=@O=^i =wk =QMRD P M P = @ O = ^ i = u ˉ ` k = O Q U D ` a N = @ O = ^ i = u k = T M D ` a N = @ O = ^ i = u k = N O R D P M P = @ O = ^ i = P ˉ ` k = P O T D P M P = @ O = ^ i = u ˉ ` k = N N S D PMP=OL M = ^ i = P ˉ ` k = Q T O D ` a N = @ O = ^ i = w k = P P M D PMP=@O = ^ i = v ˉ ` k = O O M D PMP=@O=^ i = P ˉ ` k = Q T M D ` a N = O L M = ^ i = P ˉ ` k = Q Q R D PMP=@O = ^ i = O ˉ ` k = O N U D PM P = @ O = ^ i = v ˉ ` k = O S M D PMP=@O= ^ i = w ˉ ` k = O P S D PMP=@O = ^ i = v ˉ ` k = O P T D PMP=OLM = ^ i = P ˉ ` k = O T Q D PMP=OLM=^ i = P ˉ ` k = N P Q D P M P = @ O = ^ i = u ˉ ` k = N N S D P M P = @ S = ` r = O ˉ PMP=@S=` r = O ˉ ` aN=NLM=` r =Pˉ k ` aN=NLM=` r =Pˉ k PMP=PPSKQ=^ i =Pˉ k PMP=PP S K Q = ^ i = P ˉ k PMP=PP S K Q = ^ i = P ˉ k PMP=PPS K Q = ^ i = P ˉ k PMP=@Q=` r = P ˉ k PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ P M P = @ S = ` r = O ˉ PMP=PP S K Q = ^ i = P ˉ k P M P = @ Q = ` r = P ˉ k ` aN=NLM=` r =Pˉ k ` aN=NLM=` r =Pˉ k ` a N = @ S = ` r = N ˉ k PMP=PPS K Q = ^ i = P ˉ k P M P = @ Q = ` r = O ˉ P M P = @ Q = ` r = P ˉ k PMP=PPS K Q = ^ i = P ˉ k ^d N = @ Q = ` r = N ˉ k P M P = @ Q = ` r = O ˉ P M P = @ S = ` r = O ˉ ` a N = @ S = ` r = O ˉ k PMP=P = J = S R ^ PMP=N = J = P M ^ PMP = P = J = _ o d a PMP=P=J=NR^ PMP = P = J = _ o d a PMP= O = J = N R ^ PMP=P=J=NMM^ PMP=O = J = N R ^ ` aNJNQc` aNJNOc OJN LM= pfa^=^i O J P R M= r p ^= ^i OJPLM=pfa^=^i O J P R M= r p ^= ^i O J P R M=r p ^=^i OJ P L M=pfa ^=^i OJP L M=r p ^=^i OJP R M = r p ^= ^ i OJNLM= r p ^= ^ i OJPRM=rp^=^i OJ@Q= p p `= ` r= ` r= N J @Q= p p `= ` r= ` r= k PVMO QQT RNN PVNQ SMM PVNU QPU PUUM PVNN PVNQ SSO PVNP PVNM QPT PVOQ PVMS RQS PUMR RQU RQR PVMN PVNR PVNV TAMAR A C K A V E N A S T I C A L H I B I S C U S NAUTI C A L AN C H O R W A Y S H E R I D A N P L TAMAR A C K A V E I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S M J N O M P Q M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSMJNOMPPR NR P R O J N O M P Q M NRPSMJNOMPQR NR P S T J N O M P Q M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % % % % %!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(Ś ŚŚ Ś ŚŚ ŚJ J J J "p% !q% !q% !q% !q% !q% !q% "p% q !q% q q9q9 !q% q !q% !q% q !q% !q% "p% q q9 q q !q% !q% q !q% q Îj Îƙ Îj Îƙ Îj Îƙ ÎkÎkÎlÎk]] ] ] JGd JGd JGd JGd JGd JGd JGd JGdJGd JGd :D D D : D D D DDD D D D D D D D :D D D D:D Ȍ Ȍ Ȍ Ȍ Ȍ mOOVRRS mNOUTST mNOTMSQ mNOU O T P g mOT S R U mOTONQg mNVRPRO mOOMOM mNOU O S V g mOTS R R mOTS R S g mOOPMN mOOMNV mOOM N T mNOQ P U R mNOU O T Q g mNOS P M U mOOOVNS mOOVRRT mNOV Q U P mOOMPO mOTSRQg mNOU O T M g mNOQPTV mNOQPUM mNOQPUOmOOOVNQmOOPMOmOTSRP mNOU O S U g mNOQPTT mNOQ P U Q mNOT N T Q mOPPUR mNOU O T O g mNOQPUN mOOM O N mOT S R V mNOS P M T mOOM N P mNOT N T P mOMVTMTmOPPUQmOOOVNP mOOOVNR mNOPOTO mNOQ P U P mOOM N S mNOQPTU mOR P U O U mOTN U Q aPRV V O S S S U V aNOR V U O aPSM N V S S S S R aOOMTPUaNVQSOO aNOU M O P aPSMTRSSSUN aNO R V V T aPRV T S S S S P O aPRV T R S S S R R aNQM P N N aPRT P O S R V M U aPRV Q T S S S Q R aO P R Q Q P aPSM P M S S T P M aPSM M Q S S S Q N aPSM Q M S S S T V aNRU N V Q aNR V R S M aNQM T Q V aPSMUMSSSRM aNOV S V U aPRV V U S S S V T aOP R M N Q peQ T N U V R peQ T N V Q P peQ T N V Q Q peQT N V Q R eNM R N Q O peQ T O O V M j PRUOUSSNVMj PRUORSSNOMj PRUNRSSNMU peQ T N V N T peQ T N V O V peQ T N V P Q peQ T N V R U peQTOOPV peQ T O O S Q eNNR S S S eNMR N O T j PRUORSSOMV j P R T V M S S M U M peQ T N V Q T peQ T O O O N peQ T O O Q M peQTOOQQ peQ T N V N N peQ T N V P S peQ T N V P V peQ T O O O M peQTOOQV peQTOOSO peQ T O O S V eNMR N Q T peQ T N V O U peQ T O O P T peQ T O O Q O peQ T N V O M eNMV M O N peQ T O O S M eNNR U R Q ePSR V Q S S S O U peQ T N V N Q peQ T N V O P peQ T N V O T peQ T N V P T peQ T N V Q N peQ T N V Q U peOOSPTVS ePSMRPSSSUV peQTOORO peQ T N V M V ePSM N R S S S S P peQTOOPP peQTOOQR peQTOOQT peQ T O O R Q peQTOORU ^d N J T U N=J=O R = t ` a N J N O P N=J=RM = p a p ` a N J N N V N=J=TR=pfa ` a N J N P T N=J=TR=pap PMPJ N Q M N=J=OR = k a a PMPJ P V M N=J=OO R = e j _ PMPJ N Q N N=J=TR = k q p PMP J N Q O R N=J= T R = e _ p ` aNJNNOpN=J=OR=t r p` aNJNNMpN=J=OR=t r p ` a N J N O O N=J=RM = p a p ` a N J N O S N=J=RM = p a p ` a N J N P S N=J=OR=t ` a N J N P M N=J=NM = t ` a N J N O N N=J=R M = p a p PMPJ N S T N=J=RM = k a a PMPJ R U P N=J=OR = e b ` a N J N M U p N=J= O R = t r p ` aNJNNUN=J=RM=t ` a N J N N T N=J=RM=t PMP J N Q O V N=J= R M = k q p ` a N J N O U N=J=RM=t PMPJ N M Q S N=J=O R = e b ` aNJNNNpN=J=OR=t r p PMPJ N P V N=J=OR = k a p ` a N J N O T N=J=RM=pap PMPJN Q P N=J=RM = k a a PMPJ N M Q U N=J=RM = e b PMPJ V R T N=J=NR M = e w m ` aNJNNPpN=J=OR=t r p PMPJ R M M N=J=RM = k a p ` aNJNNQN=J=RM=t ` a N J N O R N=J=O R = p f a ` a N J N O V N=J=NR = t PMPJVVPN=J=RM=eb ^d N J O Q M N=J=R M = p a p TUNJSQUN=J=OR=k ap ` a N J N O Q N=J=RM = p f a PMPJ N Q O N=J=TR = k q p PMPJR M O N=J=NR M = e w _ PMPJQ O P N=J=RM = k a i PMP=OLM = ^ i = P ˉ ` k = R M O D PMP=@O= ^ i = v ˉ ` k = N O M D ` aN=@O=^i =Nˉ ` k =OTMD PMP=@O = ^ i = w ˉ ` k = N O N D PMP=OLM = ^ i = P ˉ ` k = S M U D ` a N = O L M = ^ i = P ˉ ` k = P O O D ` aN=OLM=^ i =Pˉ ` k =NUMD ` a N = @ O = ^ i = w k = O R R D ` a N = @ O = ^ i = v k = O Q M D PMP=@O = ^ i = v ˉ ` k = P P M D P M P = @ O = ^ i = P ˉ ` k = R Q O D ` aN=@O=^i =Nˉ ` k =ORPD ` a N = @ O = ^ i = v k = P S R D ` aN=@O=^i =Nˉ ` k =OTMD P M P = @ O = ^ i = O ˉ ` k = O S Q D PMP=@O= ^ i = P ˉ ` k = P N U D P M P = @ O = ^ i = P ˉ ` k = N R M D PMP=OLM = ^ i = P ˉ ` k = Q U M D ` aN=@O=^i =Nˉ ` k =NVQD ` a N = @ O = ^ i = w k = Q M R D ` a N = @ O = ^ i = u k = T M D ` a N = @ O = ^ i = u k = N O R D P M P = @ O = ^ i = P ˉ ` k = P O T D P M P = @ O = ^ i = u ˉ ` k = N N S D ` a N = @ O = ^ i = w k = P P M D PMP=@O = ^ i = v ˉ ` k = O O M D PMP=@O= ^ i = P ˉ ` k = Q T M D ` aN=@O=^i =Nˉ ` k =ONMD ` a N = O L M = ^ i = P ˉ ` k = Q Q R D PMP=@O = ^ i = O ˉ ` k = O N U D PM P = @ O = ^ i = v ˉ ` k = O S M D ` a N = @ O = ^ i = N ˉ ` k = O P M D PMP=@O = ^ i = w ˉ ` k = O P S D PMP=@O= ^ i = v ˉ ` k = O P T D PMP=OLM = ^ i = P ˉ ` k = O T Q D PMP=OLM = ^ i = P ˉ ` k = N P Q D P M P = @ O = ^ i = u ˉ ` k = N N S D ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` aN=NLM=` r =Pˉ k PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ PMP=@Q=` r = P ˉ k PMP=@Q=` r =Pˉ k` aN=NLM=` r =Pˉ k ` aN=@S=` r =Pˉ k ` aN=NLM=` r =Pˉ k PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ P M P = @ Q = ` r = P ˉ ` a N = @ S = ` r = N ˉ k ` aN=NLM=` r =Pˉ k P M P = @ S = ` r = O ˉ P M P = @ Q = ` r = P ˉ k ` aN=@S=` r =Nˉ k ` aN=NLM=` r =Pˉ k ` aN=NLM=` r =Pˉ k ` a N = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ ` a N = @ S = ` r = N ˉ k P M P = @ Q = ` r = P ˉ k ` aN=NLM=` r =Pˉ k` aN=NLM=` r =Pˉ k P M P = @ S = ` r = O ˉ ` a N = @ S = ` r = O ˉ k PMP=@Q=` r =Pˉ` aN=P=J=_od a ` a N = P = J = S R ^ PMP = P = J = _ o d a ` aN=N=J=SR^` a N = N = J = S R ^ PMP=P = J = N R ^ PMP = P = J = _ o d a PMP= O = J = N R ^ PMP=P = J = N M M ^ ` a N = N = J = R M ^ PMP= O = J = N R ^ ` a N J N Q c ` aNJNMc` aNJNNc` aNJNOc` aNJVc OJ P L M=p fa ^=^i OJNLM=r p^=^i OJ P L M= p fa ^= ^ i OJP LM= r p ^= ^ i OJ P LM=r p ^=^i O J @Q= p p `= ^ i= ^ i= N J @Q= p p `= ^ i= ^ i= k SPR QSM SSO PUMR TQM ANCH O R W A Y I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S M J N O M P Q R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSMJNOMPQM NR P R O J N O M P Q R NRPSMJNOMPRM NR P S T J N O M P Q R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % % !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś Ś Ś Ś ŚŚ Ś Ś Ś Ś ŚŚ Ś Ś J J JJJJJJJ J JJ J J J "p% !q% !q% !q% "p% q q9 q9 !q% q q q q !q% "p% q9 q !q% q q q q q q Îƙ Îj Îƙ Îk Îk Îk ÎlÎk ] ] ] ] JGd JGd JGd JGd JGd JGd JGdJGd : D D D D : D D D : D D D D D : D D D D : D Ȍ Ȍ Ȍ Ȍ Ȍ mNOTTMV mOOV R R S mNOUTSTmNOUTPN mOVVMR mOMUVVS mNOTMSQ mOTO N Q g mNORVUPg mNOUTPM mNVRPRO mOOM O M mNOSUPT mOTS R R mOTS R S g mNOOSOUmNORVUOgmNOVNOVmOOMTTO mOOP M N mOO M N V mOOM N T mNOQ P U R mNOSQTMmNORORV mOOO V N S mOOPMP mOOV R R T mNOUTOV mOOMPO mOTS R Q g mORMVMN mNOQ P T V mNOQ P U M mNOQ P U O mOOTRUTmOOPMQg mOOO V N Q mOO P M O mOTS R P mOOMTTM mNOPRNRg mONMMgmNOQPTT mNOQ P U Q mOPP U R mNOVNPM mOOMTTP mNOQ P U N mOOM N P mNOSQTN mOOURSPmOMVTMT mOP P U Q mOOO V N P mOOO V N R mNOP O T O mNOQ P U P mOPPUP mOOMTTN mNOUTOU mOOM N S mNOQ P T U mOR P U O U mOTN U Q aPR V V O S S S U V aPS M N V S S S S R aO O M T P U aNVQSOO aNOU M O P aNNRURN aPSM T R S S S U N aPRV T S S S S P O aPRV T R S S S R R aNQ M P N N aPS M P M S S T P M aPS M M Q S S S Q N aPSM Q M S S S T V aNRV R S M aPS M U M S S S R M aPR V V U S S S V T aOP R M N Q j P R U O U S S N V M j P R U O R S S N O M j P R U N R S S N M U peQ T N V N T peQT N V O V peQ T N V P Q peQ T O O P V peQ T O O S Q eNNR S S S j P R U O R S S O M V eNOQPMQ j P R T V M S S M U M peQ T O O O N peQ T O O Q M peQ T O O Q Q peQTNUVO peQ T N V N N peQ T N V P V peQ T O O O M peQ T O O Q V peQ T O O S O ePSNSSSSTOT eNMR N Q T peQ T N V O M peQTNUVU ePSR V Q S S S O U peQ T N V N Q peQ T N V Q U pe O O S P T V S ePSM R P S S S U V peQ T O O R O eNOQOMP peQ T N V M V ePSM N R S S S S P peQT O O P P peQ T O O Q R peQ T O O Q T peQ T O O R U peQTORPS ` a N J N O P N=J=R M = p a p ` a N J N N V N=J=T R = p f a ` a N J N P T N=J= T R = p a p PMPJ P V M N=J=O O R = e j _ PMPJN Q N N=J=TR = k q p PMP J N Q O R N=J= T R = e _ p ` a N J N N O p N=J= O R = t r p ` a N J N N M p N=J= O R = t r p ` a N J N O O N=J=RM = p a p ` aPJOMNN=J=OR=t ` a N J N O S N=J=RM = p a p ` a N J N P S N=J= O R = t ` a N J N P M N=J=NM = t PMPJVUVN=J=RM=eb PMPJVVNN=J=OR=eb PMPJN S T N=J=R M = k a a PMPJR U P N=J=O R = e b ` a N J N M U p N=J= O R = t r p ` a N J N N U N=J=RM = t ` aPJOPN=J=PTKR=t ` a N J N N T N=J=RM = t PMPJVVMN=J=NR=eb ` a N J N O U N=J=R M = t PMPJNMMNN=J=OR=eb ` a N J N N N p N=J= O R = t r p ` a N J N O T N=J=RM = p a p PMPJ V R T N=J=N R M = e w m PMPJNMNN=J=OOR=ew_ ` a N J N N P p N=J= O R = t r p ` a N J N N Q N=J= R M = t ` a N J N O R N=J=OR = p f a PMPJORPN=J=OR=eb ` a N J N O V N=J=NR = t PMPJ V V P N=J=R M = e b TUNJSQUN=J=OR=k ap ` a N J N O Q N=J=R M = p f a PMPJ N Q O N=J=T R = k q p PMPJSMQN=J=OR=eb PMPJ R M O N=J=NR M = e w _ PMP=@O = ^ i = v ˉ ` k = N O M D ` a N = @ O = ^ i = N ˉ ` k = O T M D ` a N = O L M = ^ i = P ˉ ` k = P O O D PMP=@O=^ i = P ˉ ` k = N U U D ` a N = O L M = ^ i = P ˉ ` k = N U M D ` a N = @ O = ^ i = w k = O R R D ` a N = @ O = ^ i = v k = O Q M D P M P = @ O = ^ i = P ˉ ` k = R Q O D ` a N = @ O = ^ i = N ˉ ` k = O R P D ` a N = @ O = ^ i = v k = P S R D ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O = ^ i = P ˉ ` k = P N U D P M P = @ O = ^ i = P ˉ ` k = N R M D PMP=OLM = ^ i = P ˉ ` k = Q U M D TUN=@O=^ i = N ˉ ` k = N Q M D ` a N = @ O = ^ i = N ˉ ` k = N V Q D ` a N = @ O = ^ i = w k = Q M R D ` a N = @ O = ^ i = u k = T M D ` a N = @ O = ^ i = u k = N O R D PMP=@O = ^ i = P ˉ ` k = Q T M D ` a N = @ O = ^ i = N ˉ ` k = O N M D ` a N = O L M = ^ i = P ˉ ` k = Q Q R D PM P = @ O = ^ i = v ˉ ` k = O S M D ` a N = @ O = ^ i = N ˉ ` k = O P M D PMP=OLM = ^ i = P ˉ ` k = O T Q D PMP=OLM = ^ i = P ˉ ` k = N P Q D ` a P = @ S = ` r = N ˉ ` k ` aP=@S=` r =Nˉ k PMP=@Q=` r =Pˉ ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PMP=@S=` r = O ˉ PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ P M P = @ Q = ` r = P ˉ PMP=@Q=` r =Pˉ PMP=@Q=` r = P ˉ k PMP=@Q=` r =Pˉ k ` a N = N L M = ` r = P ˉ k ` aN=@S=` r =Pˉ k PMP=@S=` r =Oˉ ` a N = N L M = ` r = P ˉ k PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ PMP=@Q=` r =Pˉ k P M P = @ Q = ` r = P ˉ PMP=@Q=` r =Pˉ k PMP=@Q=` r = O ˉ ` aP=@S=` r =Nˉ k ` a N = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k ` a N = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a N = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k PMP=@S=` r = O ˉ ` a N = @ S = ` r = O ˉ k P M P = @ Q = ` r = P ˉ ` a N = P = J = _ o d a ` a N = P = J = S R ^ ` a N = N = J = S R ^ ` a N = N = J = S R ^ PMP= P = J = N R ^ PMP=P = J = N M M ^ PMP=P=J=PM^ ` a N = N = J = R M ^ ` a N J N Q c ` a N J N M c ` a N J N N c ` a N J N O c ` a N J V c OJPLM= p f a ^= ^ i OJ P L M=r p ^=^i O J P LM=r p ^=^i OJ N L M= r p ^= ^ i OJPL M= pfa ^= ^ i OJPLM=r p^=^i O JP LM= pfa ^= ^ i OJ N LM=r p ^=^i OJ R MM= r p ^= ^ i OJ@U=pp`=`r=`r=NJ@U=pp`=`r=`r=k OJ@Q= p p `= ` r= ` r= N J @Q= p p `= ` r= ` r= kOJ@Q=pp`= `r=`r= NJ@Q=pp`=`r= `r= k OJ@ Q=pp`=^i=^i= NJ @Q=pp`=^i=^i=k OJ @Q= _ Kp q o a= ` r= NJ @S= _ Kp q o a= ` r= k OJ @Q= _ Kp q o a= ` r= N J @S= _ Kp q o a= ` r= k OJNLM=oqp=`r=NJNLM=oqp=`r=k O J @Q= p p `= ^ i= ^i= N J @Q= p p `= ^ i= ^ i= k OJ @Q= p p `= ^ i= ^ i= N J @Q= p p `= ^ i= ^ i= k OJ@O= p p `= ` r= ` r= N J @O= p p `= ` r= ` r= k SPR PTQU PTUQ PTQV SVR TMN TSV PTNO PTTO STP PTOR PTMN PTOR PTNR PTMM PTSM TQM UQR PTNP PTPT PTOQ PTPS MA D I S O N S T MAGNOLIA AVE J E F F E R S O N S T ANCH O R W A Y MAGNOLIA AVE I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S M J N O M P R M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSMJNOMPQR NR P R O J N O M P R M NRPSMJNOMPRR NR P S T J N O M P R M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y % % %% !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś ŚŚŚ Ś Ś Ś Ś Ś Ś Ś Ś Ś Ś Ś ŚJ J J J J J J J J J JJ J J J JJ J J J !q%q "p%!q% !q% "p%q q9 q9 q q q q !q% q !q% q q q q q q !q% q q Îl Îj Îl Îk Îk Îk Îk Îk Îl Îl Îk ] ] ] JGd JGd JGd JGdJGd JGd JGd : D D D D : D D D : D D D D D D D : D D D D D D D : DD D Ȍ Ȍ Ȍ Ȍ mNOTTMV mOOV R R S mNOU T S T mNOU T P N mNOVNPN mOVV M R mOMUVVSmOQTPQ mNOT M S Q mOTO N Q g mOQSST mNOR V U P g mOVSQQ mNOU T P M mOQRTV mNVR P R O mNOPSNM mOOM O M mNOS U P T mNOO S O U mNOSTVM mNOR V U O g mOVSQP mNOV N O V mOOM T T O mOTSRO mOOP M N mOO M N V mOSONT mNOS Q T M mNOR O R V mOOO V N S mOOP M P mOOV R R T mNOUTOV mOO M P O mOTS R Q g mOR M V M N mNOQ P T V mNOSTVV mNOQ P U M mNOQ P U O mOOT R U TmOOP M Q g mOOO V N Q mOO P M O mNOTUVM mOTS R P mOOM T T M mNOP R N R g mONM M g mNOQ P T T mNOSQTOmRNSRVR mOPP U R mOMSRQVmOVSQRmNOVNPM mOQRTU mNVUNVRmOQTPO mOOM T T P mOQTPP mNPPSRQ mNOQ P U N mNOS Q T N mOOU R S P mOMV T M T mOP P U Q mOOO V N P mOOO V N R mNOP O T O mOTNMUmNOTNURmOMSRRPmOPPUP mOOM T T N mNOUTOU mOOM N S mNOQ P T U aNSONQN aONOSSS aONOSSR aOO M T P U aPSNUNSSTRM aPSOSTSSUTO aNVQ S O O aNNR U R N aPSM T R S S S U N aNQM P N N aPSOMNSSTQN aPSM Q M S S S T V aPSNUUSSTOR aPSM U M S S S R M aPSNSMSSTPMeNORMPMePSONTSSTPT j P R U O U S S N V M j P R U O R S S N O M j P R U N R S S N M U peQ T O O P V peQ T O O S Q j P R U O R S S O M V eNOQ P M Q peQ T O O O N peQ T O O Q M peQ T O O Q Q peQTOORP peQ T N U V O peQTNVMR peQ T O O O M peQ T O O Q V peQ T O O S O ePSNSSSSTOTpeQTOOTO peQ T N U V U peQ T N V Q U pe O O S P T V S ePSM R P S S S U V peQ T O O R O eNO Q O M P peQ T O O P P peQ T O O Q R peQT O O Q T peQ T O O R U peQ T O R P S ` a N J N N V N=J=TR = p f a ` a N J N P T N=J= T R = p a p PMPJ P V M N=J=OO R = e j _ ` a N J N N O p N=J= O R = t r p ` a N J N N M p N=J= O R = t r p ` a P J O M N N=J= O R = t PMPJRMSN=J=TR=eb ` a N J N O S N=J=R M = p a p ` a N J N P S N=J= O R = t PMPJVRUN=J=OR=k q p PMPJV U V N=J=R M = e b PMPJ V V N N=J=O R = e b PMPJRVUN=J=PMM=e_p PMPJNMPN=J=RM=eaa ` a N J N N U N=J=RM = t ` aPJOPN=J=PTKR=t ` a N J N N T N=J=R M = t PMPJV V M N=J=NR = e b PMPJRVVN=J=OR=k q p ` a N J N O U N=J=RM = t PMPJN M M N N=J=OR = e b ` a N J N N N p N=J= O R = t r p ` a N J N O T N=J=RM = p a p PMPJVRVN=J=NMM=k q p PMPJ N M N N=J=OO R = e w _ ` a N J N N P p N=J= O R = t r p ` aPJOON=J=RM=t PMPJURSN=J=RM=eap ` a N J N N Q N=J= R M = t PMPJVUUN=J=OR=eb PMPJO R P N=J=O R = e b PMPJV V P N=J=RM = e b TUNJ S Q U N=J=OR = k a p PMPJRMQN=J=NRM=ew_ PMP J S M Q N=J= O R = e b PMPJNMQN=J=NMM=eap PMP=@O=^ i =Oˉ k =OTMD ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O=^ i =wˉ ` k =UMD ` a N = O L M = ^ i = P ˉ ` k = P O O D PMP=@O=` r =Pˉ ` k =UMD PMP=@O=^ i = P ˉ ` k = N U U D ` a N = O L M = ^ i = P ˉ ` k = N U M D ` a N = @ O = ^ i = N ˉ ` k = O R P D ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O=^ i = P ˉ ` k = T R D T U N = @ O = ^ i = N ˉ ` k = N Q M D ` a N = @ O = ^ i = N ˉ ` k = N V Q D ` a N = @ O = ^ i = u k = T M D ` a N = @ O = ^ i = u k = N O R D PMP=@O=` r = O ˉ k = O N R D PMP=@O=^ i = v ˉ ` k = O N S D ` a N = @ O = ^ i = N ˉ ` k = O N M D ` a N = O L M = ^ i = P ˉ ` k = Q Q R D PMP=OLM=^ i =Pˉ ` k =VMD ` a N = @ O = ^ i = N ˉ ` k = O P M D ` a P = @ S = ` r = N ˉ ` k ` a P = @ S = ` r = N ˉ k PMP=@Q=` r = P ˉ P M P = @ Q = ` r = P ˉ ` a N = N L M = ` r = P ˉ k PMP=@Q=` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a P = @ S = ` r = N ˉ k PMP=@Q=` r =Pˉ k ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PMP=@S = ` r = O ˉ PMP=@Q=` r =Pˉ P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ PMP= @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ ` aN=@S=` r =Pˉ k PMP=@S=` r =OˉPMP=@Q=` r =Pˉ ` a N = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ PMP=@Q=` r = P ˉ k P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ PMP=@ Q = ` r = P ˉ k P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ k PMP=@Q=` r = O ˉ ` a P = @ S = ` r = N ˉ k ` a N = @ S = ` r = N ˉ k PMP=@Q=` r =Pˉ ` a N = N L M = ` r = P ˉ k PMP=@Q=` r = P ˉ k ` a N = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a N = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a N = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ ` a N = N L M = ` r = P ˉ k PMP=@S= ` r = O ˉ PMP=@Q=` r =PˉPMP=@Q=` r = P ˉ k P M P = @ Q = ` r = P ˉ PMP=@Q=` r = P ˉ k ` a N = P = J = _ o d a PMP=P=J=PM^PMP=N=J=SR^PMP=P=J=PM^ ` a N = P = J = S R ^ ` a N = N = J = S R ^ PMP=P=J=NMM^ ` a N = N = J = S R ^ PMP=P=J=PM^ PMP=P = J = P M ^ ` a N = N = J = R M ^ PMP=P=J=QM^ ` a N J N M c ` a N J N N c ` a N J N O c ` a N J V c OJ@U=pp`=`r=`r=NJ@U=pp`=`r=`r=k O J@S=_Kp q o a=`r= N J@S=_Kp q o a=`r=k OJ@O=_Kpq o a= ` r= NJ@Q=_Kpqoa= ` r= k O J @Q= _ Kp q o a= ` r= NJ@S= _ Kp q o a= ` r= k OJ@Q=pp`=`r=`r= NJ@Q=pp`=`r=`r=k OJ@S=_Kpqoa=`r= NJ@S=_Kpqoa=`r=k O J @Q= _ Kp q o a= ` r= N J @S= _ Kp q o a= ` r= k OJN L M=o q p=`r= N J N LM=o q p=`r=k O J@Q=t m=`r= NJ @ S=t m=`r=k OJ @Q=t m=`r= N J @S=t m=`r=k TSR TSR TOO UNP UNM PSPM PSQM PRQM PRVM TRR TTP PRVP USN TTM TVM UON PSSR PSTS TVM UNM UNR UOO UQM USP UQM PTMN TRR TSU USO URM UOM UOR UQN UVP PTMM PSVS PSSMPRPS PRQS PRTO PRUM UQR PSUR PSMS TTO TVR TVM PSMR MAGN O L I A A V E H A R D I N G S T M A D I S O N S T C A M E L L I A P L H A R D I N G S T H A R D I N G S T CAMEL L I A P L AVOCA D O L N CAMEL L I A P L MAGNO L I A A V E MAGNO L I A A V E I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S M J N O M P R R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSMJNOMPRM NR P R O J N O M P R R NRPSMJNOMPSM NR P S T J N O M P R R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y % % % % % % % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś Ś Ś Ś Ś J J J J J J J J J J J J J J "p% !q% "p% q "p% !q% "p% q !q%q q !q% q q q q q !q% !q% q Îl Îj Îl Îj Îƙ Îl Îk Îk Îk Îl ÎkJGd JGdJGd JGd JGd JGd JGd JGd JGd D D D D D D D D D D : D D D D D DD D D D D D D D D D Ȍ Ȍ mNOT T M V mOOV R R S mNOU T S T mNOU T P N mNOV N P N mOVV M R mOMU V V S mOQT P Q mNOT M S Q mNOOMNM mOTO N Q g mOQS S T mNOR V U P g mOVS Q Q mOOMVMM mNOU T P M mOQR T V mNVR P R O mNOP S N M mOOM O M mNOS U P T mOOTTV mNOO S O U mNOS T V M mNOR V U O g mOVS Q P mNOV N O V mOOM T T O mOTS R O mOOP M N mNOQUPU mOOTTU mOSONT mNOS Q T M mOUUTP mNOR O R V mOOP M P mNOU T O V mOO M P O mOR M V M N mNOS T V V mOOTTT mOOT R U TmOOP M Q g mOO P M O mNOT U V M mOOM T T M mNOP R N R g mONM M g mNOQ P T T mNOS Q T O mRNS R V R mOPP U R mOMS R Q V mOVS Q R mNOV N P M mOQRTU mNVU N V R mOQT P O mOOM T T P mOQT P P mNPP S R Q mNOS Q T N mNORVVO mOOU R S P mOPTNQ mOMV T M T mOP P U Q mOOO V N P mNOP O T O mOOTUM mNORVVPg mOTN M U mNOT N U R mOMS R R P mOPP U P mOMSRQU mOOM T T N mNOU T O U mNOQ P T U aNSO N Q N aO N O S S S aON O S S R aPSOMRSSTPR aOO M T P U aNOQUQSSTMM aPSN U N S S T R M aPSO S T S S U T O aNVQ S O O aNVUMTS aNNR U R N aPS O M N S S T Q N aNTMPPQ aPSOPVSSSRP aPS N U U S S T O R aPSN S M S S T P M eNORMPM ePSO N T S S T P T peQTNVQO eNO Q P M Q eNORMOV peQT O O R P peQ T N U V O peQ T N V M R peQTNVRM peOPOMPMO peONPSTRS ePSN S S S S T O T peQ T O O T O peQTOOVN peQT N U V U peQTNVPM peQTOOOS eNOQ O M P peQTNVSO peQ T O R P S ` a N J N P T N=J= T R = p a p PMPJVSRN=J=OOR=ewo ` a P J O M N N=J= O R = t PMPJRNNN=J=NRM=ew_PMPJRMSN=J=TR=eb PMPJ V R U N=J=OR = k q p PMPJORUN=J=TR=k a p PMPJ V U V N=J=RM = e b PMPJ V V N N=J=OR = e b PMP J R V U N=J= P M M = e _ p PMPJ N M P N=J=RM = e a a PMPJVVUN=J=RM=ebPMPJRRUN=J=NMM=k ap ` a P J O P N=J=PT K R = t PMPJ V V M N=J=N R = e b PMP J R V V N=J= O R = k q p PMPJVUQN=J=OR=eb PMPJ N M M N N=J=OR = e b PMPJ V R V N=J=NM M = k q p PMPJN M N N=J=O O R = e w _ ` a P J O O N=J=R M = t PMPJVURN=J=OR=eb PMPJU R S N=J=RM = e a p ` a N J N N Q N=J= R M = t PMPJ V U U N=J=O R = e b PMPJO R P N=J=OR = e b PMPJTSN=J=OR=eb TUNJ S Q U N=J=O R = k a p PMPJ R M Q N=J=NR M = e w _ PMP J S M Q N=J= O R = e b PMPJN M Q N=J=NM M = e a p PMPJVRRN=J=TR=ewm P M P = @ O = ^ i = O ˉ k = O T M D PMP=@O=^ i =wˉ ` k =UMD PMP=OLM=^ i =Pˉ ` k =NSMD PMP=@O=` r =Pˉ ` k =UMD PMP=@O=^ i = P ˉ ` k = N U U D ` a N = O L M = ^ i = P ˉ ` k = N U M D PMP=OLM=^ i =Pˉ ` k =RUMDPMP=@O=^ i =Pˉ ` k =TMMD ` a N = @ O = ^ i = N ˉ ` k = O T M D PMP=@O = ^ i = P ˉ ` k = T R D T U N = @ O = ^ i = N ˉ ` k = N Q M D PMP=@O=^ i =Pˉ ` k =NMMD PMP=@O = ` r = O ˉ k = O N R D PMP=@O= ^ i = v ˉ ` k = O N S D PMP=OLM=^ i =Pˉ ` k =PTRD PMP=@O=^ i = N ˉ ` k = Q T M D PMP=OLM=^ i =Pˉ ` k =VMD ` a P = @ S = ` r = N ˉ ` k ` a P = @ S = ` r = N ˉ k PMP=@Q= ` r = P ˉ P M P = @ Q = ` r = P ˉ PMP=@Q=` r =Pˉ PM P = @ Q = ` r = P ˉ k PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ ` a P = @ S = ` r = N ˉ k ` a P = @ S = ` r = N ˉ k PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ P M P = @ Q = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PMP=@S= ` r = O ˉ P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ PMP= @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ k PMP=@Q=` r = P ˉ k PMP=@Q=` r = P ˉ ` a P = @ S = ` r = N ˉ k ` a N = N L M = ` r = P ˉ k PM P = @ Q = ` r = P ˉ ` aN=@S=` r =Pˉ k PMP=@S=` r = O ˉ P M P = @ Q = ` r = P ˉ ` a N = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ PMP=@Q= ` r = P ˉ k PMP=@Q=` r =Pˉ P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ k P M P = @ Q = ` r = P ˉ k PMP=@Q=` r = O ˉ ` a P = @ S = ` r = N ˉ k PMP=@Q=` r =Pˉ PMP=@Q = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a N = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ ` a N = N L M = ` r = P ˉ k PMP=@S = ` r = O ˉ P M P = @ Q = ` r = P ˉ PMP=@Q= ` r = P ˉ k PMP=@Q=` r = P ˉ k ` a N = P = J = _ o d a PMP=P = J = P M ^ PMP=N = J = S R ^ PMP=P = J = P M ^ ` a N = N = J = S R ^ PMP=P = J = N M M ^ ` a N = N = J = S R ^ PMP = P = J = P M ^ PMP=P = J = P M ^ PMP=P=J=_od a ` a N = N = J = R M ^ PMP=P=J=NMM^PMP=P=J=PM^PMP=P=J=QM^ OJ P RM= r p ^= ^ i= N J P LM= r p ^= ^ i O JN LM= t m= `r= N J@O= t m= `r= k O J @O=p p `= ` r= ` r= NJ@O=p p `= ` r= ` r= k OJ @S= _ Kp q o a= ` r= N J @S= _ Kp q o a= ` r= k OJ@O=pp `=`r=`r= NJ@O=pp`=`r=`r=k OJ@Q=_Kp q o a=`r= N J @Q=_Kpq o a=`r=k O J @O=_Kp q o a=`r= N J@Q=_Kp q o a=`r=k O J@O=_Kp q o a=`r= NJ @ S=_Kp q o a=`r=k TSR PRPR VOM PSPM VNM PRVP TTM UOR PRNO VPM PRSU TTR TVM UNM USP PQSM PQUO UOM USM UQM UUM PSMS VQM PALM AVE PALM AVE AVOCA D O PALM A V E J E F F E R S O N S T H A R D I N G S T H A R D I N G S T H A R D I N G S T H A R D I N G S T PALM A V E AVOCA D O L N I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S M J N O M P S M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSMJNOMPRR NR P R O J N O M P S M NRPSMJNOMPSR NR P S T J N O M P S M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y % % % % % % % % % % % % !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś Ś Ś Ś Ś J J J J J J "p% !q% "p% q !q% "p% "p% !q% "p% "p% q !q%q "p% !q% !q%"p%q q !q% !q% !q% q Îl Îj Îl Îƙ Îl Îk Îk Îk Îl Îk JGd JGd JGd JGd JGd JGd JGd JGd D D D D D D D D D D D D D D D D D D D D D D D D D Ȍ Ȍ Ȍ mNOT T M V mNOV N P N mOVV M R mOMU V V S mOQT P Q mNOO M N M mOMQRUM mOQS S T mOVS Q Q mOOMTPV mOOM V M M mNOU T P M mOQR T V mNOP S N M mNOOMQOg mOOT T V mNOO S O U mNOS T V M mOVS Q P mNOV N O V mOTS R O mNOQ U P U mOOT T U mOSO N T mNOS Q T M mOUU T P mNOR O R V mNOU T O V mOQSOR mNOS T V V mOOT T T mOONSNRmOONPOmOOTMRU mNOT U V M mOOM T T M mNOS Q T O mRNS R V R mOMS R Q V mOVS Q R mNOV N P M mOQR T U mNVU N V R mOQT P O mOQT P P mNPP S R Q mOSUSSgmOOPTS mNOR V V O mOPT N Q mOMSRQP mOOTUMmOOTUN mNORVVPg mOTN M U mNOT N U R mOMS R R P mOPP U P mOMS R Q U mNOU T O U mOOTTS aNS O N Q N aON O S S S aON O S S R aPSO M R S S T P R aNOQ U Q S S T M M aPS N U N S S T R M aPSO S T S S U T O aNV U M T S aNVVQUNaPSOURSSNQN aPSO M N S S T Q N aNTM P P Q aNRMPVR aPSPMRSSTMRaPSOUTSSNSU aPSO P V S S S R P aPSN U U S S T O R aNVUMTRaPSOTSSSNSO aPS N S M S S T P M eNO R M P M peQTNVNV ePSO N T S S T P T peOMPNRNN peQ T N V Q O ePSOTMSSNRM eNOR M O V peQTNVPR peQ T O O R P eNORMOU peQ T N V M R peQ T N V R M peQTNVRV pe O P O M P M O pe O N P S T R S peONONNQO ePSN S S S S T O T peQTOOUU peQ T O O T O peQTOOVNpeQTNVPM peQ T O O O S peQTOOUVeNPOOQOpeQTNVMT peQ T N V S O PMPJOSRN=J=NRM=ewm PMPJ V S R N=J=OO R = e w o ` a Q J U Q N=J=OR=t PMPJ R N N N=J=NR M = e w _ PMPJ R M S N=J=TR = e b PMPJV R U N=J=OR = k q p PMPJO R U N=J=TR = k a p PMPJ V U V N=J=R M = e b PMP J R V U N=J= P M M = e _ p PMPJVSMN=J=TR=eap PMPJN M P N=J=R M = e a a PMPJ V V U N=J=RM = e b PMPJRRTN=J=NMM=k ap PMPJR R U N=J=N M M = k a p ` a P J O P N=J=P T K R = t PMPJV V M N=J=N R = e b PMP J R V V N=J= O R = k q p PMPJVUQN=J=OR=eb PMPJRSTN=J=NRM=ewpPMPJOSQN=J=RM=k ap PMPJQVPN=J=TRM=ek _ PMPJVVTN=J=OR=eb PMPJ V R V N=J=NM M = k q p PMPJRRVd _P=J=RM=ec ` a P J O O N=J=RM = t PMPJOSPN=J=RM=k qp PMPJV U R N=J=O R = e b PMPJ U R S N=J=RM = e a p PMPJRMVN=J=OR=eb PMPJV U U N=J=OR = e b PMPJNQRN=J=OR=eb PMPJ T S N=J=O R = e b PMPJ R M Q N=J=N R M = e w _ PMPJ N M Q N=J=NM M = e a p PMPJ V R R N=J=TR = e w m PMP=@O=^ i =uˉ ` k =PUMD P M P = @ O = ^ i = O ˉ k = O T M D PMP=@O=^ i =Pˉ ` k =OMQD PMP=@O = ^ i = w ˉ ` k = U M D PMP=OLM=^ i = P ˉ ` k = R T R D PMP=OLM=^ i = P ˉ ` k = N S M D P M P = @ O = ` r = P ˉ ` k = U M D PMP=@O=^ i = P ˉ ` k = N U U D PMP=O L M = ^ i = P ˉ ` k = R U M D PMP=@O=^ i =Pˉ ` k =TMMD PMP=@O = ^ i = P ˉ ` k = T R D PMP=@O=` r = P ˉ ` k = O O M D P M P = @ O = ^ i = P ˉ ` k = N M M D PMP=@O = ` r = O ˉ k = O N R D PMP=@O=^ i = v ˉ ` k = O N S D PMP=OLM=^ i = P ˉ ` k = N V O D PMP=@O=^ i = u ˉ ` k = V M D PMP=@O=` r =v ˉ k =OUTD P M P = O L M = ^ i = P ˉ ` k = P T R D PMP=@ O = ^ i = N ˉ ` k = Q T M D P M P = O L M = ^ i = P ˉ ` k = V M D PMP=@O=^ i = P ˉ ` k = P R M D ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k PMP=@Q=` r = P ˉ k ` a P = @ S = ` r = N ˉ k PMP=@Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ PMP=@O=` r = P ˉ PMP=@Q=` r =Pˉ PMP = @ Q = ` r = P ˉ k P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ ` a P = @ S = ` r = N ˉ k ` a P = @ S = ` r = N ˉ k P M P = @ Q = ` r = P ˉ PMP=@Q=` r = O ˉ PMP=@Q=` r = P ˉ P M P = @ Q = ` r = P ˉ k ` a P = @ S = ` r = N ˉ k P M P = @ Q = ` r = P ˉ PMP= @ Q = ` r = P ˉ PMP=@Q=` r = P ˉ PMP=@Q = ` r = P ˉ k PMP=@Q=` r = P ˉ ` a P = @ S = ` r = N ˉ k PM P = @ Q = ` r = P ˉ PMP=@S=` r = O ˉ P M P = @ Q = ` r = P ˉ PMP=@Q = ` r = P ˉ k PMP=@Q=` r = P ˉ P M P = @ Q = ` r = P ˉ k PMP=@Q=` r = P ˉ PMP=@Q=` r = P ˉ PMP=@Q=` r = O ˉ ` a P = @ S = ` r = N ˉ k P M P = @ Q = ` r = P ˉ PMP=@Q = ` r = P ˉ k ` aQ=@O=` r =Pˉ k PMP=@O=` r = O ˉ P M P = @ Q = ` r = P ˉ PMP=@Q=` r = P ˉ PMP=@Q=` r =Pˉ` aQ=NLM=` r =Pˉ k PMP=@S = ` r = O ˉ P M P = @ Q = ` r = P ˉ PMP=@Q= ` r = P ˉ k PMP=@Q= ` r = P ˉ k PMP=P = J = P M ^ PMP=N = J = S R ^ PMP= P = J = P M ^ PMP=P=J=_od aPMP=P=J=NR^ PMP= P = J = N M M ^ PMP = P = J = P M ^ PMP=O=J=PM^ PMP= P = J = P M ^ PMP= P = J = _ o d a PMP=P=J=PM^ PMP=P = J = N M M ^ PMP=P = J = P M ^ PMP= P = J = Q M ^ O JP R M= r p ^= ^i OJ P R M=r p ^=^i O JP L M=pfa ^=^i O J P LM=r p ^=^i OJP L M=r p ^=^i OJPRM= r p ^= ^ i O J @Q= p p `= ` r= ` r= N J @Q= p p `= ` r= ` r= k OJN LM= t m= ` r= N J@O= t m= ` r= k OJ@ O=p p`=`r=`r= NJ @ O= p p`=`r=`r=k OJ@S=pp`=`r=`r= NJ@S=pp `=`r=`r=k PRNO PPSU PQSM PQUO NMNR PQRM PQNM PRTM VNM PPUM VQR VQM CHEST N U T AVE H A R D I N G S T H A R D I N G S T CHES T N U T A V E CHES T N U T A V E CHEST N U T A V E CHESTNUT AVE CHES T N U T A V E H A R D I N G S T H A R D I N G S T H A R D I N G S T H A R D I N G S T P I O P I C O D R I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S M J N O M P S R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSMJNOMPSM NR P R O J N O M P S R NRPSMJNOMPTM NR P S T J N O M P S R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y % % % % % % % % % !( !( !(!( !(!(!( !( !( !(!(!( !( !(!( !( Ś J J J J J J J "p% q "p% q !q% "p% "p% !q% !q%q "p% !q% "p% q q !q% !q% !q% q rÎl Îj Îl Îƙ ÎkÎl Îk Îj Îk JGd JGd JGdJGd JGd JGd JGd D D D D D D D D DD D D D D D D DD D DD D D D Ȍ Ȍ Ȍ mOOMTPT mOOMTPU mNOQSPO mNOOVQQ mNOO M N M mOMQRUM mOOMTPV mOOM V M M mNOO M Q O g mOOT T V mOTS R O mNOQ U P U mOOT T U mOSO N T mOUU T P mNONRUMmNOTTMPmOOMTPQmOQSOR mOOT T T mOO N S N R mOONPOmOONPNmORUTU mOOT M R U mNOT U V M mNOMMROmNOSQNUgmOVNMM mOMS R Q V mOQR T U mNVU N V R mNPP S R Q mOSU S S g mOOPTSmOOPTRmOONOP mNOR V V O mOPT N Q mOOPSPmOMSRQPmORVRTmOONOV mOOT U M mOOT U N mNOMQRT mOTSVO mNOR V V P g mOTNUM mOTN M U mOMS R R P mOONPMg mOMS R Q U mOOT T S aOPRRSU aNSO N Q N aPSO M R S S T P R aNOQ U Q S S T M M aNVU M T S aNVV Q U N aPSO U R S S N Q N aPSO M N S S T Q N aNTM P P Q aNR M P V R aPSPMRSSTMR aPSO U T S S N S U aPSO P V S S S R P aNVU M T R aPSO T S S S N S O eNOR M P M peQ T N V N V ePSO N T S S T P T pe O M P N R N N peQT N V Q O ePS O T M S S N R M eNO R M O V peQ T N V P R peQ T O O R P eNOR M O U peQT N V R M peQ T N V R V pe O P O M P M O pe O N P S T R S pe O N O N N Q O peQT O O U U peQ T O O V N peQTOOSP peQ T N V P M peQ T O O O S peQ T O O U V eNP O O Q O peQT N V M T peQ T N V S O PMPJ O S R N=J=N R M = e w m PMPJV S R N=J=OO R = e w o ` a Q J U Q N=J=OR=t` aQJORPN=J=OR=pap PMPJR N N N=J=N R M = e w _ PMPJR M S N=J=TR = e b PMPJ O R U N=J=TR = k a p PMPJVSMN=J=TR=eap PMPJV V U N=J=R M = e b PMPJR R T N=J=NM M = k a p PMPJ R R U N=J=NM M = k a p ` a Q J V Q N=J=OR=t PMPJ V U Q N=J=O R = e b PMPJ R S T N=J=NR M = e w p ` a Q J U R N=J=NR=t PMPJ O S Q N=J=RM = k a p PMPJQ V P N=J=TR M = e k _ PMPJVUNN=J=OR=eb PMPJV V T N=J=O R = e b PMPJRRVd _P=J=RM=ec PMPJ O S P N=J=RM = k q p PMPJ V U R N=J=OR = e b PMPJ U R S N=J=RM = e a p PMPJR M V N=J=O R = e b ` aQJVRN=J=RM=t PMPJ N Q R N=J=OR = e b PMPJT S N=J=OR = e b ` a Q J R S N=J=RM=t PMPJ R M Q N=J=NR M = e w _ PMPJ V R R N=J=TR = e w m PMP=@O = ^ i = u ˉ ` k = P U M D P M P = @ O = ^ i = O ˉ k = O T M D PMP=@O = ^ i = P ˉ ` k = O M Q D PMP=@ O = ^ i = w ˉ ` k = U M D P M P = O L M = ^ i = P ˉ ` k = R T R D PMP=OLM=^ i = P ˉ ` k = N S M D P M P = @ O = ` r = P ˉ ` k = U M D PMP=OL M = ^ i = P ˉ ` k = R U M D PMP=@O = ^ i = P ˉ ` k = T M M D PMP=@O = ^ i = P ˉ ` k = T R D P M P = @ O = ` r = P ˉ ` k = O O M D P M P = @ O = ^ i = P ˉ ` k = N M M D PMP=@O= ` r = O ˉ k = O N R D P M P = O L M = ^ i = P ˉ ` k = N V O D P M P = @ O = ^ i = u ˉ ` k = V M D PMP=@O = ` r = v ˉ k = O U T D P M P = O L M = ^ i = P ˉ ` k = P T R D PMP=@O = ^ i = N ˉ ` k = Q T M D P M P = O L M = ^ i = P ˉ ` k = V M D P M P = @ O = ^ i = P ˉ ` k = P R M D PMP=@Q=` r = P ˉ ` a Q = @ O = ` r = P ˉ k ` a Q = @ O = ` r = P ˉ k PMP=@Q=` r = P ˉ k ` aQ=@O=` r =Pˉ k ` aQ=@O=` r =Nˉ k PM P = @ O = ` r = P ˉ P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ ` a Q = @ O = ` r = P ˉ k PMP=@Q=` r =Pˉ P M P = @ Q = ` r = P ˉ PM P = @ Q = ` r = O ˉ PMP=@Q=` r = P ˉ PMP=@Q=` r = O ˉ PM P = @ Q = ` r = P ˉ PMP=@Q = ` r = P ˉ k PMP=@Q= ` r = P ˉ ` a P = @ S = ` r = N ˉ k ` aQ=@O=` r =Nˉ k ` a Q = @ O = ` r = P ˉ k PMP=@Q=` r = P ˉ PM P = @ Q = ` r = P ˉ PM P = @ Q = ` r = P ˉ ` aQ=@O=` r =Nˉ k P M P = @ Q = ` r = P ˉ PMP=@Q = ` r = P ˉ k ` aQ=@O=` r =Pˉ k PM P = @ O = ` r = O ˉ PMP=@Q=` r = O ˉ ` aQ=@O=` r =Pˉ k ` aQ=@O=` r =Pˉ k P M P = @ Q = ` r = P ˉ PMP=@Q=` r = P ˉ ` aQ=@O=` r =Nˉ k` aQ=@O=` r =Nˉ k` aQ=@O=` r =Nˉ k PM P = @ Q = ` r = P ˉ ` a Q = N L M = ` r = P ˉ k PMP=@Q=` r = P ˉ ` aQ=@O=` r =Pˉ k` aQ=@O=` r =Pˉ k PMP=@Q = ` r = P ˉ k ` aQJRQ` cNOMM=hs^o` aQ=P=J=TR^ PMP=P = J = P M ^ PMP=P=J=_od aPMP=P=J=NR^PMP=O=J=PM^` aQ=N=J=OM^ PMP=P = J = _ o d a PMP=P = J = P M ^ PMP=P = J = N M M ^ PMP= P = J = P M ^ PMP=P = J = Q M ^ OJPRM=r p^=^iOJPLM=pf a ^=^i OJ P LM=pfa ^=^i OJ@Q= p p `= ^ i= ^ i= NJ@Q= p p `= ^ i= ^ i= k OJ@Q= p p `= ` r= ` r= N J@Q= p p `= ` r= ` r= k OJ@Q= _Kpqo a= ` r= NJ@Q= _Kpqoa= ` r= k OJ@O= pp`= ` r= ` r= NJ@O= pp`= ` r= ` r= k NMQO PPRM PPPP VVN PPPQ PPPM PPSU i =NSN PPTQ POSS PPNS PPUM PPSU PI O P I C O D R EU R E K A PL CHESTNUTAVE CHESTNUT AVE EU R E K A CHESTNUT AVE EU R E K A P L P I O P I C O D R I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S M J N O M P T M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSMJNOMPSR NR P R O J N O M P T M NRPSMJNOMPTR NR P S T J N O M P T M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y % %% % % % % % % %% % % !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( Ś ÉG J J J J J J J J J !q% "p% q !q% "p% !q% "p% q !q% q !q% !q% q !q% !q% !q% "p% q q q !q% q !q% !q%q !q% !q% "p% z n Îj Îƙ Îƙ Îj Îƙ Îl Îj Îƙ Îk Îm Îk JGd JGd JGd JGd JGdJGd : D D D D D D D D D D D D D D D D Ȍ Ȍ Ȍ Ȍ Ȍ mOQT R T mNOU O T P g mOT S R U mOOM O Q mNOV Q U R mNOU O S V g mOTSRR mOTSRSg mNOV P M P mOON N T S mORT M M mOTNUP mNOV Q U Q mNOV Q U S mOOMNT mNOQPUR mNOU O T Q g mPOR O S R mNOS P M U mOON S T mNOV V T V mNOV Q U P mOTSRQg mNOU O T M g mNOS R V Q g mNOQPUO mOOM T V V mNVT R S V mNOV V T U mNOV V U M mNOU O S U g mNOQPUQ mOTNUO i O O Q V T N mNOU O T O g mOOM O N mOT S R V mNOS P M T mOOMNP mNOQ T S M mNOQPUP mNOV P M Q mOMV U U N mOOM T V U mOOM O P g i O O Q V T M mOON N T R mOOMNS mOOM O R mORPUOU mOTNUQ mNOS P M V i O O Q V S V aPRVVOSSSUV aPRV U Q S S R T S aNQ M T R M aPRV T M S S R R Q aPSM M M S S R S R aNOU M O P aPS M N N S S R V Q aPSMTRSSSUN aNOR V V T aPRVRUSSTVUaNQMPNN aPSM Q P S S R T V aPSPVMSSTTO aPSPVMSSTTP aPRV R R S S U O U aOP R Q Q P aPSMPMSSTPM aPR V T R S S R S V aPSM M O S S R U M aPSMQMSSSTV aNRU N V Q aNRVRSM aNQM T Q V aPS M M M S S R U O aPR V S P S S R S U aPR V U T S S U M Q aNOV S V U aPRVVUSSSVT aOP R M N Q aPSM O R S S R U N eNMR N Q O peQ T O O V M peQ T O R R S peQ T N V R U peQTOOSQeNNRSSS eNM R N O T peQ T O O T V peQ T O R T M peQTOOONpeQTOOQMpeQTOOOM peQ T O O S V eNMR N Q T peQ T O R S V peQ T O R T S peQTORVN peQ T O O P T peQ T O O Q O peQ T O O R S peQ T O R R U peQ T O R U U eNMV M O N peQ T O O R N peQ T O O S M eNNR U R Q peQ T O R U Q ePS M N O S S R V P peQTOSMUePSMRPSSSUV peQ T O R Q P peQ T O R S N peQTOOPPpeQTOOQR peQ T O O R Q ePR V R R S S V M V ePR V T Q S S R S V PMPJN Q M N=J=O R = k a a PMPJPVMN=J=OOR=ej _PMPJNQNN=J=TR=k qp PMPJ Q M R N=J=R M = k q p PMPJNQOR N=J=TR=e_ p PMPJ P U N N=J=RM = k p i PMPJP U O N=J=RM = k a p PMPJP U M N=J=OR = k a p PMPJ T U N=J=RM = k a a PMPJPSNN=J=RM=k q p ` aNJNOSN=J=RM=pap PMPJ V V N=J=NR = e b PMPJ Q U R N=J=OR = e b ` a N J N P M N=J=NM=t PMPJ N S T N=J=RM = k a a PMPJRUPN=J=OR=eb PMPJP U P N=J=R M = k a p PMPJP O T N=J=RM = k a p PMPJNRTN=J=OR=k q p PMP J N Q O V N=J= R M = k q p PMPJS O N=J=OR = e b PMPJN M Q R N=J=O R = e b ` aNJNOUN=J=RM=t PMPJ N M Q S N=J=OR = e b PMPJ N N Q N=J=NR = e b ` aNJNOTN=J=RM=pap PMPJ N Q P N=J=R M = k a a PMPJN M Q U N=J=R M = e b PMPJVRTN=J=NRM=ewm PMPJ R M M N=J=RM = k a p PMPJ N N R N=J=N R = e b PMPJNRON=J=NRM=e_p PMPJNMRMN=J=OR=eb PMPJ N M Q Q N=J=OR = e b ` a N J N O V N=J=NR=t PMPJ U P N N=J=TR = k a p PMPJNQON=J=TR=k qp PMPJRMON=J=NRM=ew_ PMPJ Q O P N=J=R M = k a i PMPJP Q R N=J=TK R = t PMPJP O S N=J=R M = k q p PMPJP O Q N=J=OR = k a p PMPJ P S M N=J=R M = k a p PMPJ R M P PMP=@O=^ i =v ˉ ` k =NOMD PMP=@O = ^ i = u ˉ ` k = S O M D PMP=OLM = ^ i = P ˉ ` k = S M U D PMP=@O= p l i = ^ i = P ˉ ` k = Q R M D PM P = @ O = ^ i = u ˉ ` k = O M M D PMP=@O = ^ i = v ˉ ` k = P P M D PMP=@O=^ i =Pˉ ` k =RQOD PMP=OL M = ^ i = P ˉ ` k = S M M D P M P = @ O = ^ i = u ˉ k = O N R D P M P = @ O = ^ i = O ˉ ` k = O S Q D PMP=@O=^ i =Pˉ ` k =PNUD PMP=@O=^ i =Pˉ ` k =NRMD PMP=OLM = ^ i = P ˉ ` k = Q U M D P M P = @ O = ^ i = P ˉ ` k = O P O D PM P = @ O = ^ i = u ˉ k = O Q R D PMP=@O=^ i = P ˉ ` k = P Q M D ` aN=@O=^i =uk =TMD` aN=@O=^i =uk =NORD P M P = @ O = ^ i = P ˉ ` k = P O T D P M P = @ O = ^ i = u ˉ ` k = N N S D P M P = @ O = ^ i = v ˉ k = O T M D P M P = @ O = ^ i = v ˉ ` k = P M M D PMP=@O = ^ i = v ˉ ` k = O O M D PMP=@O=^ i = P ˉ ` k = Q T M D PMP=@O=` r =Pˉ ` k =OVND` aN=OLM=^ i =Pˉ ` k =QQRD PMP=@O = ^ i = O ˉ ` k = O N U D PM P = @ O = ^ i = v ˉ ` k = O S M D P M P = @ O = ^ i = v ˉ ` k = O P R D PMP=@O=^ i =Pˉ ` k =NQMD PMP=@O = ^ i = v ˉ ` k = O P T D PMP=OLM = ^ i = P ˉ ` k = O T Q D PMP=OLM=^ i = P ˉ ` k = N P Q D P M P = @ O = ^ i = u ˉ ` k = N N S D PMP=@O= ^ i = w ˉ k = N V R D PMP=@O=^ i =uˉ k =ORMD P M P = @ O = ^ i = N ˉ k = P R M D P M P = @ S = ` r = O ˉ PMP=@S=` r = O ˉ ` aN=NLM=` r =Pˉ k ` aN=NLM=` r =Pˉ k PMP=PPS K Q = ^ i = P ˉ k PMP=PP S K Q = ^ i = P ˉ k PMP=PPSKQ=^ i = P ˉ k PMP=PP S K Q = ^ i = P ˉ k PMP=PP S K Q = ^ i = P ˉ k PMP=PP S K Q = ^ i = P ˉ k PMP=PPS K Q = ^ i = P ˉ k PMP=@Q=` r = P ˉ k PMP=@Q=` r = P ˉ k PMP=@Q=` r =PˉPMP=@Q=` r =PˉPMP=@Q=` r = P ˉ k PMP=@Q=` r = P ˉ k P M P = @ S = ` r = O ˉ PMP=PP S K Q = ^ i = P ˉ k P M P = @ Q = ` r = P ˉ k PMP=PP S K Q = ^ i = P ˉ k ` aN=NLM=` r =Pˉ k ` aN=NLM=` r =Pˉ k ` a N = @ S = ` r = N ˉ k PMP=PPS K Q = ^ i = P ˉ k P M P = @ Q = ` r = O ˉ P M P = @ Q = ` r = P ˉ k PMP=PPS K Q = ^ i = P ˉ k PMP=PPS K Q = ^ i = P ˉ k P M P = @ Q = ` r = O ˉ P M P = @ Q = ` r = O ˉ P M P = @ S = ` r = O ˉ ` a N = @ S = ` r = O ˉ k PMP=P = J = S R ^ PMP=N = J = P M ^ PMP = P = J = _ o d a PMP=P = J = N R M ^ PMP=P=J=UM^PMP=P=J=NR^ PMP = P = J = _ o d a PMP=N = J = _ o d a PMP=O = J = N R ^ PMP=P=J=NMM^ PMP=O = J = N R ^ PMP= P = J = S R ^ O J P LM= r p ^= ^ i O J P R M=p fa ^=^i O J P R M= r p ^= ^ i OJ@Q=_Kp q o a=`r= NJ@S= _ Kp q o a=`r=k O J @Q=_Kp q o a=`r= N J@S=_Kp q o a=`r=k O J @Q= p p `= ` r= ` r= N J@Q= p p `= ` r= ` r= k O J @O= o q p= ` r= N J @O= o q p= ` r= k O J @O= o q p= ` r= N J@O= o q p= ` r= k PVNV PVQR PVOU UNN PVPS PVSM PVMM TSR PVNR PVOR PVNQ SSO PVPR PVMQ PVTT PVQQ UNV PVNM PVNQ PVRT PVPR PVOS UVR UOQ PVPS PVSS PVNO UMQ PVOM UNO UOM PVRO UPM UOT UNO PVMN PVNR PVNV PVOR PVQR PVOM PVQS PVRS PVST UNR TAMAR A C K A V E TAMAR A C K A V E CITRU S J E F F E R S O N S T LI N M A R I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S T J N O M P Q M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSTJNOMPPR NR P S M J N O M P Q M NRPSTJNOMPQR NR P T R J N O M P Q M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y Y Y Y YYYYY Y % % % % % % % % % % !( !( !( !(!( !( !( !( !( !( F !( !(!( !( !( !( !( F !( !( !( !( !( !( !( Ś Ś Ś Ś ǡǡŚ "W J J J J J "p% !q% "p% !q% "p% q !q% q "p%q !q% !q% !q% "p% q q q !q% q q q !q% !q% "p% "p%!q% Îj Îƙ Îk Îƙ Îj Îƙ Îk Îk Îl JGd JGd JGdJGdJGd JGdJGd DD D D D D D D D D D D D D D D D D D D D Ȍ Ȍ Ȍ Ȍ Ȍ mNOTMSQ mNOU O T P g mOT S R U mNVRPROmOOMOM mNOU O S V g mOTS R R mOTS R S g mOTN U P mNOOMUOmOOPMNmOOMNV mOOM N T mNOQ P U R mNOU O T Q g mNOS P M U mNOV Q U P mOOMPOmOTSRQg mNOU O T M g mNOQPTV mNOQPUM mNOQPUOmOTSRP mNOU O S U g mNOQPTT mNOQ P U Q mNOVSSU mOTN U O i O O Q V T N mNOU O T O g mNOQPUN mOOM O N mOT S R V mNOS P M T mOOM N P mOQPPRmNOPOTO mNOQ P U P mNSSNVS i O O Q V S U i O O Q V T M mOOM N S mNOQPTU mOR P U O U mOTN U Q mNOS P M V i O O Q V S V mNOVQRS aPRV V O S S S U V aOOMTPU aNOU M O P aPRVTNSSSNV aPSMUQSSUQMaPSMTRSSSUN aNO R V V T aPRV R U S S T V U aPSMURSSUQM aNQM P N N aNPTVQO aPSM Q P S S R T V aPSPVMSSTTO aPSPVMSSTTP aPRV R R S S U O U aO P R Q Q P aPSM P M S S T P M aNPVPNT aPSM Q M S S S T V aNRU N V Q aNR V R S M aNQM T Q V aPRV U T S S U M Q aPSMUMSSSRM aNOV S V U aPRV V U S S S V T aOP R M N Q aPSM O R S S R U N eNM R N Q O peQ T O O V M peQ T O R R S peQ T N V R U peQTOOPV peQ T O O S Q eNNR S S S eNMR N O T peQ T O R T M peQ T O O O N peQ T O O Q M peQTOOQQ peQ T O O O M peQTOOQVpeQTOOSO peQ T O O S V eNMR N Q T peQ T O R T S ePRVSOSSSNN peQTORVN peQ T O O P T peQ T O O Q O peQ T O R R U eNMV M O N peQ T O O S M eNNR U R Q peQ T O R U Q peQ T O S M U peOOSPTVSePSMRPSSSUVpeQTOORO peQ T O R S N peQTORTQpeQTOOPPpeQTOOQRpeQTOOQT peQ T O O R Q peQTOORU` aNJNNVN=J=TR=pfa` aNJNPTN=J=TR=pap PMPJ N Q M N=J=OR = k a a PMPJ P V M N=J=OO R = e j _ PMPJ N Q N N=J=TR = k q p PMP J N Q O R N=J= T R = e _ p PMPJ T U N=J=RM = k a a PMPJ P S N N=J=RM = k q p ` a N J N O S N=J=R M = p a p ` aNJNPSN=J=OR=t ` a N J N P M N=J=NM = t PMPJNRRN=J=NRM=e_p PMPJNTPN=J=OR=k q p PMPJ N S T N=J=RM = k a a PMPJ R U P N=J=OR = e b PMPJNRTN=J=OR=k q p PMPJNTRN=J=TR=e_p PMP J N Q O V N=J= R M = k q p ` aNJNOUN=J=RM=t PMPJ N M Q S N=J=O R = e b PMPJNMMON=J=OR=eb PMPJPTVN=J=TR=e_p` aNJNOTN=J=RM=pap PMPJN Q P N=J=RM = k a a PMPJ N M Q U N=J=RM = e b PMPJ V R T N=J=NR M = e w m PMPJ R M M N=J=RM = k a p PMPJOTSN=J=NRM=ew_ PMPJ N R O N=J=NR M = e _ p PMPJNMRMN=J=OR=eb ` a N J N O V N=J=NR = t PMPJVVPN=J=RM=eb PMPJ U P N N=J=TR = k a p PMPJ N Q O N=J=TR = k q p PMPJR M O N=J=NR M = e w _ PMPJQ O P N=J=RM = k a i PMPJP S M N=J=RM = k a p PMP=@O= ^ i = v ˉ ` k = N O M D PMP=OLM = ^ i = P ˉ ` k = S M U D ` aN=OLM=^ i =Pˉ ` k =POOD PMP=@O = ^ i = v ˉ ` k = P P M D P M P = @ O = ^ i = P ˉ ` k = R Q O D PMP=@O=^ i = P ˉ ` k = P O N D P M P = @ O = ^ i = O ˉ ` k = O S Q D PMP=@O= ^ i = P ˉ ` k = P N U D P M P = @ O = ^ i = P ˉ ` k = N R M D PMP=OLM = ^ i = P ˉ ` k = Q U M D PMP=@O=^ i =Pˉ ` k =SUD PMP=@O = ^ i = P ˉ ` k = P Q M D ` a N = @ O = ^ i = u k = T M D` aN=@O=^i =uk =NORD P M P = @ O = ^ i = P ˉ ` k = P O T D P M P = @ O = ^ i = u ˉ ` k = N N S D P M P = @ O = ^ i = v ˉ ` k = P M M D PMP=@O = ^ i = v ˉ ` k = O O M D PMP=@O= ^ i = P ˉ ` k = Q T M D PMP=@O=` r =Pˉ ` k =OVND ` a N = O L M = ^ i = P ˉ ` k = Q Q R D PMP=@O = ^ i = O ˉ ` k = O N U D PM P = @ O = ^ i = v ˉ ` k = O S M D P M P = @ O = ^ i = v ˉ ` k = O P R D P M P = @ O = ^ i = P ˉ ` k = N Q M D PMP=@O= ^ i = v ˉ ` k = O P T D PMP=OLM = ^ i = P ˉ ` k = O T Q D PMP=OLM = ^ i = P ˉ ` k = N P Q D P M P = @ O = ^ i = u ˉ ` k = N N S D P M P = @ O = ^ i = N ˉ k = P R M D ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k PMP=PP S K Q = ^ i = P ˉ k PMP=PP S K Q = ^ i = P ˉ k PMP=@S=` r = O ˉ ` aN=NLM=` r =Pˉ k PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ PMP=@Q=` r = P ˉ k PMP=@Q=` r =Pˉ k PMP=@Q = ` r = P ˉ k ` aN=@S=` r =Pˉ k` a N = N L M = ` r = P ˉ k PMP=@Q=` r =PˉPMP=@Q=` r =Pˉ P M P = @ Q = ` r = P ˉ PMP=@Q = ` r = P ˉ k PMP=@Q= ` r = P ˉ k PMP=@S=` r = O ˉ ` a N = N L M = ` r = P ˉ k P M P = @ S = ` r = O ˉ P M P = @ Q = ` r = P ˉ k PMP=@S=` r =Pˉ k` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k PMP=@Q=` r =Pˉ ` a N = @ S = ` r = N ˉ k P M P = @ Q = ` r = P ˉ k PMP=@Q=` r =Pˉ k P M P = @ S = ` r = O ˉ ` a N = @ S = ` r = O ˉ k PMP=@Q=` r =Pˉ` aN=P=J=SR^ PMP = P = J = _ o d a PMP=P=J=PM^PMP=P=J=PM^ PMP= P = J = U M ^ PMP=P = J = N R ^ PMP = P = J = _ o d a PMP= O = J = N R ^ PMP=P = J = N M M ^ ` aN=N=J=RM^ PMP= O = J = N R ^ PMP=P = J = S R ^ O J N L M=r p ^=^i OJP R M=r p ^=^i O J @Q=t m=`r= NJ @S=t m=`r=k PUNO SSO PVMQ PUPS URM UQQ UVR PUMM PUOQ PUNP UNM PUOS PUOT UNR J E F F E R S O N S T TAMAR A C K A V E TAMAR A C K A V E H A R D I N G S T TAMAR A C K A V E J E F F E R S O N S T CAROL I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S T J N O M P Q R RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSTJNOMPQM NR P S M J N O M P Q R NRPSTJNOMPRM NR P T R J N O M P Q R Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Y Y YY Y Y Y Y Y % % % % % % !( !(!( !( !( !( !( !( !( !( !( !( F !(!(!(!( !( !( !( !( F !( !( !( !( !( !( !(!( Ś Ś Ś Ś Ś Ś ǡ Ś Ś ǡ Ś Ś "W JJJJ JJ J J "p% "p% q "p% "p% q q q "p%q !q% "p% !q% q q qq q q q "p% !q% Îƙ Îk Îl Îƙ Îk Îk Îk Îl JGd JGdJGd JGd JGdJGdJGd D D D D D D D D D D D D D D D D D D D D Ȍ Ȍ Ȍ Ȍ Ȍ mOVVMRmOMUVVS mNOTMSQmNOUTPMmNVRPRO mOOM O M mNOSUPT mOTS R R mOTS R S g mNOOSOU mNOQVPM mOQOUP mOTN U P mOONRMMg mNOOMUOmOOMTTO mOOP M N mOO M N V mOOM N T mNOQ P U R mNOSQTM mOUUTSmNOUTOVmOOMPO mOTS R Q g mORMVMN mNOQ P T V mNOQ P U M mNOQ P U O mOQOUQ mNONVUT mOTS R P mOOMTTMmNOPRNRg mONMMgmNOQPTT mNOQ P U Q mNOV S S U mOTN U O i O O Q V T N mOOMTTP mNOQ P U N mOOM N P mNOSQTN mOOURSP mOQP P R mNOP O T O mNOQ P U P mNSS N V S i O O Q V S U i O O Q V T M mNONVUS mOTOSQ mOUUTT mNOUTVVmOOMTTNmNOUTOU mOOM N S mNOQ P T U mOR P U O U mOTN U Q mNOS P M V i O O Q V S V mNOVQRS aPR V V O S S S U V aO O M T P U aPSNMMSSUOM aNO U M O P aNNRURN aPR V T N S S S N V aPS M U Q S S U Q M aPSM T R S S S U N aPR V R U S S T V U aPS M U R S S U Q M aNQ M P N N aNPT V Q O aPSP V M S S T T O aPSP V M S S T T P aPS M P M S S T P M aNPV P N T aPSM Q M S S S T V aNRV R S M aPR V U T S S U M Q aPS M U M S S S R M aPR V V U S S S V T aOP R M N Q peQ T O O P V peQ T O O S Q eNNR S S S peQ T O O O N peQ T O O Q M peQ T O O Q Q peQ T O O O M peQ T O O Q V peQ T O O S O ePSNSSSSTOT eNMR N Q T ePRV S O S S S N N peQ T O R V N peQ T O S M U pe O O S P T V S ePSM R P S S S U V peQ T O O R O peQ T O R T Q peQT O O P P peQ T O O Q R peQ T O O Q T peQ T O O R U peQTORPS ` a N J N N V N=J=T R = p f a ` a N J N P T N=J= T R = p a p PMPJ P V M N=J=O O R = e j _ PMPJN Q N N=J=TR = k q p PMP J N Q O R N=J= T R = e _ p PMPJ P S N N=J=R M = k q p ` a N J N O S N=J=RM = p a p ` a N J N P S N=J= O R = t ` a N J N P M N=J=NM = t PMP J N R R N=J= N R M = e _ p PMPJN T P N=J=O R = k q p PMPJNMRPN=J=OR=ebPMPJVUVN=J=RM=ebPMPJVVNN=J=OR=eb PMPJN S T N=J=R M = k a a PMPJR U P N=J=O R = e b PMPJNMMQN=J=NR=eb PMPJNMRQN=J=OR=eb PMPJ N R T N=J=OR = k q p PMPJ N T R N=J=T R = e _ p PMPJVVMN=J=NR=eb ` a N J N O U N=J=R M = t PMPJNMMNN=J=OR=eb PMPJ N M M O N=J=OR = e b PMPJP T V N=J=TR = e _ p ` a N J N O T N=J=RM = p a p PMPJ V R T N=J=N R M = e w m PMPJNMNN=J=OOR=ew_ PMPJO T S N=J=NR M = e w _ PMPJN R O N=J=N R M = e _ p PMP J N M R M N=J= O R = e b PMPJORPN=J=OR=eb ` a N J N O V N=J=NR = t PMPJ V V P N=J=R M = e b PMPJ N Q O N=J=T R = k q p PMPJSMQN=J=OR=eb PMPJ R M O N=J=NR M = e w _ PMPJNMMPN=J=OR=eb PMPJNTSN=J=TR=e_p PMP=@O = ^ i = v ˉ ` k = N O M D ` a N = O L M = ^ i = P ˉ ` k = P O O D PMP=@O=^ i = P ˉ ` k = N U U D P M P = @ O = ^ i = P ˉ ` k = R Q O D PMP=@O = ^ i = P ˉ ` k = P O N D PMP=@O = ^ i = P ˉ ` k = P N U D P M P = @ O = ^ i = P ˉ ` k = N R M D PMP=OLM = ^ i = P ˉ ` k = Q U M D PM P = @ O = ^ i = P ˉ ` k = S U D PMP=@O = ^ i = P ˉ ` k = P Q M D ` a N = @ O = ^ i = u k = T M D ` a N = @ O = ^ i = u k = N O R D PMP=OLM=^ i =Pˉ ` k =TMD PMP=@O = ^ i = P ˉ ` k = Q T M D PMP=@O=` r = P ˉ ` k = O V N D ` a N = O L M = ^ i = P ˉ ` k = Q Q R D PM P = @ O = ^ i = v ˉ ` k = O S M D P M P = @ O = ^ i = P ˉ ` k = N Q M D PMP=OLM = ^ i = P ˉ ` k = O T Q D PMP=OLM = ^ i = P ˉ ` k = N P Q D PMP=@O=^ i =Oˉ ` k =OOMD P M P = @ O = ^ i = N ˉ k = P R M D PMP=@Q=` r = P ˉ ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k PMP=@Q=` r = O ˉ PMP=@S=` r =OˉPMP=@S=` r = O ˉ ` a N = N L M = ` r = P ˉ k PMP=@S=` r =OˉPMP=@Q=` r = P ˉ PMP=@Q=` r =Pˉ P M P = @ Q = ` r = P ˉ PMP=@Q=` r =Pˉ PMP=@Q=` r = P ˉ k PMP=@Q=` r =Pˉ k PMP=@Q = ` r = P ˉ k ` a N = @ S = ` r = P ˉ k PMP=@S=` r =Oˉ ` a N = N L M = ` r = P ˉ k PMP=@Q=` r = P ˉ PMP=@Q=` r = P ˉ P M P = @ Q = ` r = P ˉ P M P = @ Q = ` r = P ˉ PMP=@Q=` r =Pˉ k P M P = @ Q = ` r = P ˉ PMP=@Q=` r =Pˉ k PMP=@Q=` r = O ˉ PMP=@Q = ` r = P ˉ k PMP=@Q = ` r = P ˉ k PMP=@S=` r = O ˉ ` a N = N L M = ` r = P ˉ k PMP=@S=` r =Oˉ P M P = @ S = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k PMP=@Q=` r = P ˉ ` a N = N L M = ` r = P ˉ k ` a N = N L M = ` r = P ˉ k P M P = @ Q = ` r = P ˉ ` a N = @ S = ` r = N ˉ k PMP=@S=` r =Oˉ P M P = @ Q = ` r = P ˉ k PMP=@S=` r =Oˉ ` a N = @ S = ` r = O ˉ k P M P = @ Q = ` r = P ˉ PMP=@Q=` r = O ˉ PMP=@S=` r = O ˉ PMP=@S=` r =Pˉ k ` a N = P = J = S R ^ PMP=P = J = P M ^ PMP=P = J = P M ^ PMP=O=J=PM^ PMP=P = J = U M ^ PMP= P = J = N R ^ PMP=P = J = N M M ^ PMP=P=J=PM^PMP=P=J=QM^ ` a N = N = J = R M ^ O J @Q= t m= ` r= N J@S= t m= ` r= k OJ@Q= t m= ` r= N J @S= t m= ` r= k O J @Q= t m= ` r= NJ @S= t m= ` r= k PTQU PTUQ PTOQ PTUR PTQV PTNO PUNO PTTR PUNQ PUMN PTTO PTSN PTSM PTUQ PUPS PUMO PTOR PTTO PTSM PTPS i =OPS PTNP PTPT PUMM PUMN PTQU PUNP PUOS PUOT PTVS PTUM PI O P I C O D R H A R D I N G S T I M RMOR cÉÉí mêá å í É Ç = a ~ í É W El e c t r i c A s s e t M a p NR P S T J N O M P R M RL R L O M O M ` l o m y q j ~ ê á å ç j ~ é = k ì ã Ä É ê W j ~ é = q ó é É W mê á å í É Ç = _ ó W ` l k c f a b k q f ^ i = J = m o l m b o q v = l c = p a d C b K = = c l o = f k q b o k ^ i = r p b = l k i v I = r k ^ r q e l o f w b a af p p b j f k ^ q f l k = m o l e f _ f q b a K = = q e f p = a l ` r j b k q = p e ^ i i = _ b = q o b ^ q b a = ^ p = ` l k c f a b k q f ^ i = mr o p r ^ k q = q l = m ì Ä ä á Å = r í á ä á í á É ë = ` ç Ç É = p É Å í á ç å = R U P I = d É å É ê ~ ä = l ê Ç É ê = S S J ` I = ~ å ó = ~ é é ä á Å ~ Ä ä É = å ç å J Ç á ë Å ä ç ë ì ê É ~Ö ê É É ã É å í I = ~ å Ç L ç ê = í Ü É = k ç ê í Ü = ^ ã É ê á Å ~ å = b ä É Å í ê á Å = o É ä á ~ Ä á ä á í ó = ` ç ê é ç ê ~ í á ç å D ë = o ì ä É ë = ç Ñ = m ê ç Å É Ç ì ê É I = p É Å í á ç å = N R M M = Éí= ë É è K = ~ å Ç = ~ å ó = ç í Ü É ê = ~ é é ä á Å ~ Ä ä É = Ñ É Ç É ê ~ ä = ~ å Ç = ë í ~ í É = ä ~ ï ë = ~ å Ç = = ê É Ö ì ä ~ í á ç å ë K = q e f p = j ^ m = f p = k l q = p r o s b v = d o ^ a b I = ~ å Ç = p a d C b = ã ~ â É ë = å ç = ê É é ê É ë É å í ~ í á ç å ë = ç ê = ï ~ ê ê ~ å í á É ë I = É ñ é ê É ë ë É Ç = ç ê = á ã é ä á É Ç I = ~ ë = í ç = á í ë = ~ Å Å ì ê ~ Å ó I = Åç ê ê É Å í å É ë ë I = Ç É Ñ É å ë á Ä á ä á í ó I = Å ç ã é ä É í É å É ë ë = ç ê = ~ å ó = ç í Ü É ê = ë í ~ å Ç ~ ê Ç = ç ê = ã É ~ ë ì ê É = ç Ñ = è ì ~ ä á í ó = ç ê = ~ Ç É è ì ~ Å ó I = ç ê = ~ ë = í ç = áíë = = Ñ á í å É ë ë = Ñ ç ê = ì ë É = ç ê = á å í É å Ç É Ç = ì ë É = Ñ ç ê = ~ å ó = é ~ ê í á Å ì ä ~ ê = é ì ê é ç ë É K = p a d C b = Ç á ë Å ä ~ á ã ë = ~ ä ä = ä á ~ Ä á ä á í ó = Ñ ç ê = ó ç ì ê = ë É ä É Å í á ç å = çê = ì ë É = ç Ñ = í Ü á ë = ã ~ é = ç ê = ~ å ó = Å ç å ë É è ì É å Å É ë = í Ü É ê É Ñ ê ç ã K = “` É ê í ~ á å = í É Å Ü å ç ä ç Ö ó = ì ë É Ç = ì å Ç É ê = ä á Å É å ë É = Ñ ê ç ã = ^ q C q = få í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = f I = i K m K = ` ç é ó ê á Ö Ü í = « N V V U = –=O M M T = ^ q C q = f å í É ä ä É Å í ì ~ ä = m ê ç é É ê í ó = N I = i K m K = ^ ä ä = o á Ö Ü í ë = o É ë É ê î É Ç K NRPSTJNOMPQR NR P S M J N O M P R M NRPSTJNOMPRR NR P T R J N O M P R M Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !(!( !( !( !( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " #0 #0 #0 #0 #0 #0 #0 #0 ") OAK A V E PINE A V E PINE A V E C A R L S B A D B L V D MAGN O L I A A V E T A M A R A C K A V E S T A T E S T R O O S E V E L T S T J E F F E R S O N S T M A DIS O N S T W A S H I N G T O N S T LI N M A R L N CHESTNUT AVE H A R D IN G S T HI G H L A N D D R BASSWOOD AVE C A R L S B A D V IL L A G E D R G A R F I E L D S T T A M A RA CK A VE LAGUNA DR N A U TIC A L D R AD A M S S T CARLS B A D V I L L A G E D R I- 5 N HEMLO C K A V E CITRUS PL GRAN D A V E I- 5 S H O M E A V E GRAN D A V E DAVISAVE PINE A V E WALNU T A V E HIBIS C U S CIR PALM A V E P I O P I C O D R CA B R I L L O PL J E F F E R S O N S T WALNU T A V E C HE S T N U T A V E T A M A R A C K A V E KR E M E Y E R CI R REDW O O D AVE H O P E A V E ARBUC K L E PL LI N C O L N S T PALM A V E CAMEL L I A P L AVOCA D O L N SYCA M O R E A V E J E F F E R S O N S T ELMWOOD ST T Y L E R S T OAK A V E V I L L A G E D RMAPLE A V E PALM A V E ACAC I A A V E CHER R Y A V E J U N I P E R A V E H A R D I N G S T STRATFORD LN LAGUNA DR 5 0 A N C H O R W A Y EU R E K A P L 4 9 5 0 OAK A V E V I L LA G E CIR 2X3 HH MH 160 MH 063 HH FO PB HH MH 166 HH MH 556 HH MH 390 MH 812 HH HH #2 FO PB MH 521 MH 583 SB HH S 3780 MH 592 MH 037 HH F 3570 G MH 064 MH 062 MH 744 MH 705 MH 558 HH 3 MH 167 MH 554 MH 165 MH 267 MH 388 HH F 3703 H CHRISTY BOX MH 593 HH5 MH 849 HH MH 164 PB SUB'S PB MH 789 SPLICE BOX FIBER BARREL MH 060 MH 743 MH 391 MH 733 HH HH 8 MH 162 SB SPL BOX MH 9006 HH OPP 3865 S MH 328 MH 1332 FB F 3555 G SB MH1335 HH 2 MH 842 FO PB HH MH 500 SUB'S MH SB MH 800 HH 1 HH F 3885 S MH 066 HH F 3855 S CHRISTY BOX MH 506 MH 503 HH 1 MH MH 140 MH 061 SB HH MH 550 HH MH 9048 MH 144 SB MH 233 MH 036 2X3 HH MH 141 HH MH502 MH 392 HH MH 700 MH 389 FO PB MH 706 MH 065 HH1 SB HH 2 MH 169 MH HH1 HH MH 555 MH 501 2 X 3 MH 163 HH CARLSBAD-HARDINGWirecenter CRLSCA11 A1 A2 A3 B1 B2 B3 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ³")Central Offices !(Poles #0 Remote Terminals "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Railroads Street Centerlines Mapping Index Wirecenter Boundary Parcels JobAOI Index Map 1:5,426 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " #0 #0#0 OAK A V E R O O S E V E L T S T J E F F E R S O N S T M A D I S O N S T S T A T E S T GRAN D A V E PINE A V E HOME A V E T Y L E R S T CARLS B A D V I L L A G E D R C A R L S B A D V I L L A G E D R GRAN D A V E GRAN D A V E H A R D I N G S T H O P E A V E ARBUC K L E P L HH FO PB HH MH 556 HH MH 390 MH 812 HH HH #2 HH 3 MH 554 MH 165 MH 267 HH MH 164 PB SUB'S PB MH 733 HH HH 8 MH 1332 FO PB HH MH 500 SUB'S MH HH 1 MH 550 HH MH 9048 MH 036 MH 389 HH 2 MH 555 MH 501 2 X 3 MH 163 CARLSBAD-HARDINGWirecenter A1 A2 B1 B2 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") Buena Vista Elm Pa r k i n g Lot R o o s e v e l t St a t e H o p e Chestn u t Carlsba d V i l l a g e Grand H a r d i n g O c e a n Palm Walnut Elm w o o d Beech E x i t 5 0 W a s h i n g t o n Home Jeffers o n Christia n s e n Knowles Ty l e r Li n c o l n Laguna Pine All e y S 2 1 M a d i s o n P io Pico 5 Oak A1 A2 A3 B1 B2 B3 ³!(Poles #0 Remote Terminals "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Railroads Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: A1 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( " " " " " " " " " " #0 ") GRAN D A V E OAK A V E PIO P I C O D R H A R D I N G S T I- 5 S CARLS B A D V I L L A G E D R PINE A V E M A D I S O N S T 5 0 CARLS B A D V I L L A G E D R OAK A V E J E F F E R S O N S T 5 0 I- 5 N MH 388 MH 789 MH 162 SPL BOX SB MH 140 MH 144 SB MH 141 CARLSBAD-HARDINGWirecenter CRLSCA11 A1 A2 A3 B1 B2 B3 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") Magnolia Ad a m s Basswood Hi g h l a n d Elm R o o s e v e l t St a t e Chestn u t Laguna Grand Woodla n d Palm Stratford Elm w o o d E x i t 5 0 W a s h i n g t o n Home Jeffers o n Eureka Li n c o l n H a r d i n g Knowles Ty l e r Pine All e y Carlsba d V i l l a g e M a d i s o n Oak 5 P io P ic o A1 A2 A3 B1 B2 B3 ³")Central Offices !(Poles #0 Remote Terminals "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: A2 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( " " " " " " " #0 I- 5 S BASSWOOD AVE PINE A V E PIOPICO D R CHEST N U T A V E M C K I N L E Y S T I- 5 N P I O P I C O D R 5 0 AD A M S S T EU R E K A P L OAK A V E MH 521 MH 658 MH 800 SB MH 233 CARLSBAD-HARDINGWirecenter A2 A3 B2 B3 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") Elm Je f f e r s o n B o nita Y vette Hillview R o o s e v e l t H o p e A d a m s H o m e Chestnu t M c k i n l e y Magnolia J am es Ty l e r Palm E x i t 5 0 Laguna Oak Eureka V a l l e y H a r d i n g Knowles Wo o dla n d Ba s s w o o d C arlsbad Villag e Highla n dPine M a d i s o n All e y 5 P io P ic o A1 A2 A3 B1 B2 B3 ³!(Poles #0 Remote Terminals "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: A3 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( " " " " " " " " " " " " " WALNU T A V E R O O S E V E L T S T WALNU T A V E OAK A V E G A R F I E L D S T PINE A V E W A S H I N G T O N S T O A K A VE C H E S T N U T A V E SYCA M O R E A V E CHES T N U T A V E T Y L E R S T LI N C O L N S T PINE A V E 2X3 HH MH 160 MH 592 MH 037 MH 064 MH 328 SB MH 506 MH 503 MH 2X3 HH MH 169 MH CARLSBAD-HARDINGWirecenter A1 A2 B1 B2 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") Je f f e r s o n H o p e Pa r k i n g Lo t St a t e Maple Cherry Chestn u t Carlsb a d V i l l a g e H a r d i n g R o o s e v e l t O c e a n A n c h o r Beech W a s h i n g t o n Magnolia Tamar a c k Christia n s e n Walnut Ty l e r 5 Li n c o l n Pine Villag e Grand G a r f i e l d All e y M a d i s o n Oak S2 1 A1 A2 A3 B1 B2 B3 ³!(Poles "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Railroads Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: B1 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( " " " " " " " " " " " " " ") M A D I S O N S T PINE A V E WALNU T A V E R O O S E V E L T S T MAGNOLIA AVE CHES T N U T A V E H A R D I N G S T PALM A V E V ILL A G E C I R V I L L A G E C I R T Y L E R S T V IL L A G E D R J E F F E R S O N S T V I L L A G E D R MH 063 MH 062 MH 744 MH 705 HH5 FIBER BARREL MH 060 MH1335 HH 2 MH 140 MH 061 HH1 HH CARLSBAD-HARDINGWirecenter CRLSCA11 A1 A2 A3 B1 B2 B3 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") A d a m s Basswood Pio Pico 5 Tamara c k H o p e Pa r k i n g Lot Maple Cherry C h e s tnut Linm a r R o o s e v e l t Palm E x i t 5 0 W a s h i n g t o n Anchor Grand Magnolia Ty l e r Li n c o l n Pine S 2 1 H a r d i n g Villag e Carlsba d V i l l a g e G a r f i e l d All e y Oak M a d i s o n A1 A2 A3 B1 B2 B3 ³")Central Offices !(Poles "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Railroads Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: B2 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 !( !( !( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !( !(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( " " " " " " " " " " " " #0 MAGNO L I A A V E A D A M S S T H A R D I N G S T CHESTNUT AVE EU R E K A P L P I O P I C O D R J E F F E R S O N S T PALM A V E I- 5 N I- 5 S PALM A V E MAGNO L I A A V E ANCHO R W A Y CAMEL L I A P L AVOCA D O L N PALM A V E H A R D I N G S T 4 9 MH 583 SB HH S 3780 MH 705 HH F 3703 H MH 658 MH 743 MH 9006 MH 066 HH F 3855 S MH 706 MH 065 CARLSBAD-HARDINGWirecenter A2 A3 B2 B3 External Map Request for Kimley Horn Kh Project 095272701 Project Date: 2/5/2025 NV AZ CA ID UT OR ") P i o P i c o P o l l y A d a i r Chinqua p i n Sym e Y v ette Hillview Acacia Ch e s t n u t Locust Palm Magnoli a Linm a r R o o s e v e l t Carlsba d Village Hibiscus Walnut Bassw o o dE x i t 5 0 Anchor Hemloc k 5 Oak Tamarac k Pine J e f f e r s o n H a r d i n g A d a m s Villag e Hi g h l a n d All e y M a d i s o n A1 A2 A3 B1 B2 B3 ³!(Poles #0 Remote Terminals "Manholes Aerial Building Buried Underground Floating Submarine Other Conduit Street Centerlines Mapping Index Wirecenter Boundary Parcels Page Name: B3 1:1,820 Copyright 2020 AT&T Intellectual Property. All rights reserved. AT&T and the AT&T logo are trademarks of AT&T Intellectual Property. The copying, scanning or other reproduction of this map without prior written permission of AT&T Intellectual Property is strictly prohibited. This map is provided 'as is'. Neither AT&T Intellectual Property nor any of its affiliates shall have any liability whatsoever to any person or entity for or on account of any injury, loss, or damage of any kind of nature sustained by, or any liability incurred by or imposed upon any other person or entity arising our of or in connection with or resulting from the use of this map. Location of facilities shown herein are subject to field verification. No liability is assumed by AT&T as to the accuracy of location facilities. Please call USA at 811 two working days in advance of any grading or excavation in vicinity of our underground facilities. AT&T propriety (internal use only). Not for use or disclosureoutside the AT&T companies except under written agreement. Telco proprietary data is not to be disclosed to siloed employees. AT&T PROPRIETARY-This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Information Act(5 USC 552), Exemptions (b)(3)&(4), and its disclosure is prohibited under the Trade Secrets Act(18 USC 1905), the Critical Infrastructure Information Act of 2002, 6 USC 133, and any State or local law requiring disclosure of information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600.CR L S C A 1 1 ( M ) Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V VV V V V V V V V V V V V V V V V R25' R40' R32' R1' R30' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R12' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25'R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' R25' 3 2 4 6 3 1 0 0 2 8 2 1 1 1 0 3 0 1 19 0 1 210 24 24 18 20 1 2 12 7 1 1 0 1 0 011 37 28 32 2 0 3 0 0 4 50 0 3 0 0 0 14 12 0 0 0 13 0 1 1 0 0 7 7 40 8 11 0 13 0 17 4 1 13 1 6 0 5 0 17 10 4 0 10 15 1 2 3 0 0 0 0 2 01 0 6 0 1 4 0 27 4 0 1 3 01 2 1 5 2 2 6 1 3 9 0 4 11 0 1 0 0 8 7 3 1 1 7 1 7 0 48 0 9 0 0 0 0 2 1 2 2 5 4 2 4 4 4 0 46 6 1 0 0 8 0 12 7 6 15 7 0 3 6 0 3 1 2 2 3 2 06 4 1 9 3 0 1 5 3 1 6 2 1 3 1 1 13 9 9 0 3 1 1 4 10 7 2 7 2 14 1 0 1 1 0 4 0 18 5 10 6 4 0 69 0 6 6 016 12 12 10 4 0 8 80 0 8 5 0 4 0 0 5 0 0 7 7 0 1 16 0 7 2 0 00 15 2 0 9 11 10 2 0 1 7 0 7 6 3 0 9 6 0 5 9 0 0 7 3 0 0 0 10 4 0 6 0 0 80 6 6 00 8 6 2 4 0 60 5 4 7 0 1 18 5 0 6 0 5 0 5 8 8 19 8 11 0 8 8 8 7 06 6 0 8 4 9 6 0 0 18 18 68 8 2 18 3 3 2 7 0 0 18 5 6 6 10 6 4 3 7 76 2 2 4 0 0 0 4 8 2 0 2 0 2 0 3 0 0 1 5 3 15 0 0 0 3 0 6 3 3 7 5 0 4 11 4 6 2 4 2 0 7 3 05 0 0 4 0 4 6 5 4 4 4 4 4 0 0 0 0 4 6 5 0 5 4 4 6 4 2 0 3 0 2 2 0 0 0 0 4 4 7 0 7 4 9 0 9 0 8 5 3 9 0 16 24 12 2 4 8 0 5 0 0 6 0 0 48 4 3 6 8 8 6 2 0 1 9 1 2 2 2 1 4 0 6 0 0 0 8 0 8 8 8 8 8 8 8 8 8 1 8 8 2 2400 0 0 16 0 2 0 14 1 0 8 0 0 0 6 0 6 6 6 4 4 0 8 16 4 8 0 16 0 0 0 1 3 4 0 1 0 1 6 9 8 0 3 6 1 0 11 0 14 0 0 0 0 1 10 17 6 8 8 8 16 6 5 6 6 6 0 1 3 0 84 1 0 11 7 2 0 4 0 0 0 0 0 3 0 8 0 2 0 5 0 8 0 24 8 6 6 2 0 1 2 0 2 2 2 3 62 3 5 3 5 6 0 7 3 799 2 1 20 10 1 0 7 0 7 1 57 1 15 2 8 6 5 3 1 1 1 0 1 0 1 3 15 10 6 1 7 6 15 4 9 4 8 8 8 0 0 8 111 5 8 8 6 3 4 0 6 2 1 4 4 1 1 2 2 5 0 0 2 2 3 1 0 3 3 2 4 1 2 2 2 1 3 2 2 2 2 1 0 0 4 5 2 3 3 7 1 2 2 0 3 2 0 2 4 6 2 0 4 0 5 3 1 4 4 5 5 7 1 4 1 2 3 3 3 4 2 2 2 4 5 0 4 0 1 0 4 3 2 2 3 3 0 2 6 0 2 16 13 6 4 0 3 0 37 3 5 4 0 1 0 1 2 2 1 0 1 6 0 4 2 2 2 3 4 3 1 1 2 2 2 4 0 0 1 2 2 1 1 3 4 4 2 2 4 2 4 4 5 2 1 2 2 4 3 4 2 24 3 2 1 0 1 2 1 2 0 3 0 5 0 450 0 0 6 4 0 4 0 BEEC H A V E A L L E Y PARKING LOT S T A T E S T CHRI S T I A N S E N W A Y POOL C A R L S B A D B L V D PINE A V E W A S H I N G T O N A V E W A S H I N G T O N S T T Y L E R S T ALLEY PARKING LOT 24 C T A L L E Y J E F F E R S O N S T OAK A V E R O O S E V E L T S T T Y L E R S T B A L L E Y B M A D I S O N S T WALN U T A V E USE WAVE 1311/1310 FOR 3180 CARLSBAD BLVD POOL OAK A V E POOLPOOL L I N C O L N S T TRACE STOPS AT SPCABB012 POOL WALN U T A V E POOL CHES T N U T A V E POOL SYCA M O R E A V E REC. POOL W A S H I N G T O N S T J E F F E R S O N S T PALM A V E C V I L L A G E C I R MAGNOLIA AVE MAGNO L I A A V E PALM A V E CAME L L I A P L AVOC A D O L N PARK H A R D I N G S T EU R E K A P L HOLIDAY PK PARK CHES T N U T A V E H A R D I N G S T A A PINE A V E CENTERCOMMUNITYCARLSBAD P I O P I C O D R HOLIDAY PK PINE A V E 1ST FLR 3RD FLR 2ND FLR 4TH FLR CARS L B A D V I L L A G E D R 2 4 C T H O P E A V E M A D I S O N S T GRAN D A V E PARKING LOT OLD WORLD CENTER J E F F E R S O N S T S P A N I S H W A Y CHES T N U T A V E SA N D A L W O O D L N SAND A L W O O D L N BASS W O O D A V E HI G H L A N D D R M C K I N L E Y S T BASSWOOD AVE W O O D L A N D W A Y CHEST N U T A V E PALM A V E A D A M S S T HILLVI E W C T H I G H L A N D D R Y V E T T E W A Y MAGNO L I A A V E G R E C O U R T W A Y M A R G A R E T W A Y A D A I R W A Y A D A M S S T LARKS P U R L N P I O P I C O D R 1 8 2 ' 15 0 ' 2 1 2 ' 130' 280' 1 1 0 ' 3 5 '60' 72' 1 9 7 ' 122' 2 2 ' 1 6 ' 60'3 9 0 ' 5' 1 8 5 ' 5 5 ' 55' 1 3 5 ' 17' 17' 9 0 ' 1 6 8 ' 152' 3 4 6 ' 9'170' 20' 3 9 ' 1 4 8 ' 4 9 0 ' 300' 5 5 ' 7 1 ' 30 ' 40' 2 5 0 ' 1' 308' 5 6 ' 15 ' 1 0 5 ' 58' 57' 11 3 ' 10' 97' 4 5 ' 1 0 3 ' 3 0 ' 34' 248' 85 ' 94' 1' 1' 1' 5' 5' 140' 32' 8' 126'1 8 2 ' 142'1 0 ' 261' 72' 1 5 0 ' 55' 98' 75' 15' 56' 71' 41' 200' 8' 63' 8 2 ' 5 0 ' 130' 2 3 3 ' 1 8 9 ' 20' 5' 50' 1 1 5 ' 10' 34' 2 2 0 ' 1 2 0 ' 34' 3 7 0 ' 245' 25 ' 105' 5 5 ' 145' 50' 3 1 0 ' 215' 6 8 ' 125' 5' 10 0 ' 1 6 0 ' 54' 40 ' 5' 5 0 ' 88' 20' 155' 50' 1 5 ' 1 5 0 ' 1 6 0 ' 1 1 6 ' 23 0 ' 9 5 ' 108' 9 4 ' 100' 70' 6 0 ' 1' 1 5 0 ' 1 7 4 ' 1 2 7 ' 28' 6 9 ' 1 3 6 ' 39' 20' 9 3 ' 4' 7' 116' 100' 110' 6' 10' 4 0 ' 2 5 ' 4' 6 1 ' 7 2 ' 2 0 ' 50' 1 0 0 ' 50' 182' 2 2 0 ' 2 1 0 ' 1 6 0 ' 163' 2' 1 4 0 ' 1 0 3 ' 1 2 2 ' 93' 2 1 4 ' 67' 15 ' 60' 3' 1' 80' 7 8 ' 1 0 ' 1 4 5 ' 8 3 ' 184' 136' 50 ' 17 ' 2 0 ' 6 9 ' 14 3 ' 7 8 ' 2 5 5 ' 3 5 ' 215' 7 0 ' 5' 1 7 0 ' 9 0 '25' 1 0 ' 51' 9 8 ' 69' 3 0 3 ' 5 0 ' 100' 8 5 ' 1 4 5 ' 1 2 7 ' 1 5 0 ' 3 3 0 ' 29' 4 9 ' 28' 6' 2 0 ' 8 9 ' 141' 1 0 ' 1 8 5 ' 9 5 ' 153' 1 5 5 ' 10' 83' 1 4 2 ' 98' 55' 1 0 7 ' 57' 171' 1 1 7 ' 74' 1'5'5'10'4' 8 7 ' 1 2 6 ' 55' 5' 63' 55' 1' 1 1 4 ' 20' 1 4 7 ' 1 0 1 ' 136' 49' 1 5 2 ' 85' 94' 62' 1 5 1 ' 61' 94' 60' 151' 87' 90' 1 0 3 ' 4 0 ' 6 1 ' 75' 1 0 6 ' 50' 1 2 5 ' 65' 8 7 ' 114' 197' 126' 1 5 7 ' 1 3 5 ' 69' 20' 1 8 4 ' 6 8 ' 7 9 ' 60' 25 ' 75' 1 0 0 ' 138' 1 5 8 ' 8 7 ' 92' 4 5 ' 1 2 1 ' 1 7 8 ' 10' 31' 1 4 2 ' 1 4 9 ' 1 1 3 ' 60' 10' 2 0 ' 7 8 ' 146' 71' 1 1 6 ' 10' 1 8 8 ' 1 7 8 ' 142' 9 0 ' 30' 95' 10' 5 8 ' 7 7 ' 6 5 ' 125' 117' 6 6 ' 6 3 ' 1 8 8 ' 9 5 ' 5 5 ' 7 3 ' 1 1 4 ' 230' 60' 1 0 6 ' 75' 150' 39' 60' 117' 150' 25' 1 6 2 ' 5' 1 6 2 ' 14 5 ' 53 ' 17' 119' 181' 25' 7 0 ' 19' 45' 25' 1 4 7 ' 1 2 5 ' 2 2 5 ' 41' 2 0 5 ' 55' 6' 157' 42' 2 1 ' 19' 50'6' 2 1 0 ' 19' 47' 45' 58' 155' 73' 15' 1 8 1 ' 5' 20' 1 3 8 ' 128' 2 5 7 ' 200' 190' 100' 31' 1 4 1 ' 49' 95' 3 6 ' 3' 40' 23' 1 6 5 ' 8 7 ' 1 5 ' 29' 66' 78' 79' 1 3 6 ' 6 1 ' 1 0 0 ' 3 2 ' 1 8 5 ' 155' 67 ' 5' 5 0 ' 1 8 0 ' 5' 2 0 0 ' 93' 52 ' 8 9 ' 6' 1 7 9 ' 68' 1 0 3 ' 24 ' 111' 5 0 ' 109' 144' 50' 1 5 ' 142' 72' 67' 85 ' 7 2 ' 1' 36' 53' 29' 1 3 5 ' 228' 5' 97' 85' 2 4 ' 51' 1 9 ' 34 ' 21' 52' 4 1 ' 49' 6 4 ' 1 4 ' 9 8 ' 1 9 7 ' 50' 102' 3 8 5 ' 146' 100' 115' 2 1 1 ' 1 9 9 ' 100' 20 ' 113' 1 3 8 ' 3 3 ' 113' 127' 2 6 ' 151' 154' 110' 46' 9 3 ' 4 4 ' 37' 76' 6 4 ' 1 9 9 ' 271' 1 3 3 ' 1 6 6 ' 309' 8 8 ' 97' 74' 1 1 8 ' 6' 39 ' 38 ' 1 2 4 ' 242' 142' 67' 37' 70' 56' 2 2 6 ' 77 ' 26' 5 7 ' 110' 1 4 ' 6 0 ' 1 0 8 ' 2' 2 4 ' 1 1 4 ' 38 ' 1 1 3 ' 1 7 ' 1 6 0 ' 1 4 5 ' 2 0 ' 38' 2 0 ' 1 1 0 ' 30' 91' 116' 5 0 ' 125' 33' 69' 1 0 4 ' 134' 7' 1 1 2 ' 2 6 ' 81' 75 ' 1 0 2 ' 9 7 ' 6 4 ' 1 0 7 ' 47' 1 8 9 ' 1 5 3 ' 1 6 9 ' 8 1 ' 2' 89' 60' 3 5 ' 7' 2 4 4 ' 7 2 ' 25' 150' 10 ' 192' 26' 5 8 ' 73' 274' 1' 1 7 3 ' 1 4 5 ' 1 4 9 ' 1 0 3 ' 1 8 6 ' 123' 38' 235' 1 5 ' 2 2 6 ' 6 5 ' 5 5 ' 170' 94' 9 8 ' 1 6 4 ' 60'8 9 ' 1 7 9 ' 24 ' 169' 27' 107' 49' 1 0 1 ' 21' 125' 1' 6 5 ' 125' 8' 1 9 7 ' 1' 65' 63' 17' 100' 70' 1 8 3 ' 2' 1' 151' 4' 5 0 ' 10' 42' 1 1 8 ' 1 2 ' 7 9 ' 1 1 7 ' 8' 5 6 ' 1 5 ' 2 6 0 ' 6 7 ' 3 2 ' 52' 205' 32' 43 ' 1 8 2 ' 7 0 ' 12 7 ' 1 4 3 ' 10' 7 9 ' 9 5 ' 1 0 ' 129' 4' 1 7 0 ' 2 1 0 ' 50'120'70'222' 10' 9 0 ' 1 0 5 ' 9 0 ' 1 5 4 ' 180' 175' 175' 1 4 1 ' 195' 4 1 5 ' 170' 380' 4 0 0 ' 9 5 ' 1 6 0 ' 86' 3 0 ' 75' 204' 75' 2 6 6 ' 29' 2 4 6 ' 24' 1 7 ' 8 3 ' 1 6 0 ' 1 7 0 ' 192' 155' 100' 225' 125' 9 2 ' 1 4 0 ' 1 4 0 ' 1 4 5 ' 115' 154' 1 2 9 ' 85' 8 5 ' 280' 6 1 ' 1 9 0 ' 10' 3 1 ' 35' 4 5 ' 5 5 ' 3 5 ' 4 6 ' 2 5 0 ' 216' 3 7 ' 8 4 ' 4 8 ' 4 7 ' 2 2 0 ' 5' 4 7 ' 582 ' 180' 13 5 ' 121' 11 6 ' 5' 430' 10' 6 0 ' 1' 1 0 0 ' 135' 1 7 8 ' 252' 92 ' 79 ' 27 9 ' 58' 65' 165 ' 48' 76' 75 ' 1 4 0 ' 1 4 6 ' 11 5 ' 6' 214' 60' 4 0 ' 4 2 ' 62' 1 6 1 ' 7 2 ' 160' 23' 20' 263' 8 0 ' 9 6 ' 255' 2' 7 9 ' 183' 141' 2 7 ' 8 7 ' 60' 368' 2 3 3 ' 2 0 4 ' 81' 60' 1 0 2 ' 1 3 7 ' 1 0 4 ' 1 4 7 ' 60' 8 8 ' 1 4 4 ' 2 1 2 ' 60' 162' 30' 1 0 ' 141' 6' 163' 8 4 ' 7 7 ' 145' 149' 37' 3 2 2 ' 6' 74' 4 0 ' 1 5 0 ' 3 9 ' 43' 9 4 ' 21' 15' 1 7 0 ' 125' 4 0 ' 1 0 1 ' 5 1 ' 5 1 ' 119' 31' 6'31' 30' 31 ' 109' 95' 109' 1 0 ' 8 0 ' 1 6 4 ' 1 3 7 ' 166' 1 1 2 ' 3' 6 6 ' 137' 133' 9 2 ' 14' 7 1 ' 54' 2 1 ' 9 0 ' 137'13 0 ' 7 2 ' 84' 237'130 ' 7 5 ' 1 6 7 ' 1 6 7 ' 132' 5 0 ' 3 6 8 ' 148 ' 186' 131' 113' 140' 53' 16 1 ' 11 9 ' 26 9 ' 123'273' 187' 91' 159' 64' 243' 181' 15 0 ' 15 0 ' 15 0 ' 700' 9 3 ' 50' 20'20' 1 6 ' 1 0 7 ' 1 2 8 ' 330' 75' 1 5 0 ' 5' 1 1 0 ' 2 0 ' 5'50' 5' 1 5 ' 1 0 1 ' 28' 2 5 ' 155' 1 2 1 ' 1 3 1 ' 41' 7 1 ' 61' 8 4 ' 137' 8 5 ' 1 4 7 ' 8 4 ' 9 5 ' 40' 7' 39' 3 7 ' 7' 305' 2 5 2 ' 1 5 4 ' 77' 30' 3 1 ' 1 0 9 ' 130' 49' 6 3 ' 24' 1 8 0 ' 32' 2 2 6 ' 80' 21'109' 2 9 ' 8 9 ' 30' 9 2 ' 5 0 ' 8' 2 5 1 ' 4 8 ' 40' 174' 77' 15' 1 5 ' 30'60'1 1 0 ' 5 3 ' 16' 1 7 0 ' 1 5 8 ' 35' 195' 86' 273' 1 2 ' 2 3 6 ' 73'45' 6 7 ' 20' 188' 2 4 5 ' 35' 2 8 1 ' 1 4 0 ' 1' 11 4 ' 105' 48' 66' 82' 5 7 ' 4 0 ' 7 8 ' 25' 7 3 ' 60' 13 ' 65' 1 7 4 ' 69 ' 1 6 3 ' 2 1 9 ' 145' 1 4 0 ' 1 2 1 ' 3 5 ' 146' 50' 216' 223' 1 7 4 ' 1 6 3 ' 49' 1 6 0 ' 149' 108' 1 5 6 ' 120' 104' 85' 69' 203' 1 4 9 ' 1 3 6 ' 1 1 6 ' 66'1 4 5 ' 156' 2' 4 6 ' 6 9 ' 1 5 5 ' 1 2 0 ' 1 0 2 ' 1 2 5 ' 1 6 7 ' 40'66' 75' 186'75' 3 3 6 ' 228' 209' 68' 25' 166' 196'130' 1 6 1 ' 158 ' 10 5 ' 60' 171' 2 0 6 ' 234' 139' 176' 1 2 1 ' 1 0 8 ' 1 9 9 ' 1 3 6 ' 135' 1 2 4 ' 1 0 0 ' 1 0 ' 67 ' 152'123' 1 3 2 ' 1 2 9 ' 10' 1 2 4 ' 173' 156' 1 4 9 ' 81 ' 19 1 ' 10 0 ' 10 4 ' 152'136' 14 7 ' 18 8 ' 187' 167' 14 6 ' 171' 18 3 ' 1 8 4 ' 98' 57' 1 8 3 ' 2 0 3 ' 133' 300' 1 9 0 ' 4 7 ' 54' 150' 233' 1 2 3 ' 1 5 1 ' 13 7 ' 17 2 ' 41' 2' 217' 79' 182' 228' 1 4 1 ' 1 9 0 ' 8 6 ' 1 5 0 ' 5' 77' 35' 20' 2 3 6 ' 1 8 1 ' 1 7 0 ' 2 5 7 ' 60' 9 1 ' 204' 22'38' 6 1 ' 209' 2 2 6 ' 1 1 4 ' 20' 1 6 0 ' 15' 2 2 ' 217' 104' 1 7 8 ' 96' 4 0 ' 106' 1 6 0 ' 134' 1 9 3 ' 98' 12' 145' 1 4 8 ' 78' 1 7 0 ' 119' 1 3 0 ' 1 5 1 ' 1 2 ' 84' 2 5 0 ' 182' 8 5 ' 101' 160' 84' 63 ' 1 9 8 ' 2 1 3 ' 195' 1 6 2 ' 43' 180' 2 4 0 ' 1 4 3 ' 1 3 7 ' 30' 133' 171' 1 5 2 ' 171 ' 1 2 6 ' 332' 2 3 2 ' 140' 97' 107' 2 4 5 ' 2 0 ' 22 0 ' 1 5 ' 18 ' 1 6 3 ' 137' 120' 227'57' 3 5 0 ' 5' 133' 1 8 8 ' 3 9 ' 5'123' 3 7 5 ' 17 5 ' 131' 62' 1 4 3 ' 1 0 0 ' 187' 213'1 1 3 ' 10' 5 8 2 2715} 4 C 5 8 0 } 4 2698 2695 270527032701 2699 2 6 8 0 } 4 2676 2691 2725 NA C2700 - N A 2 C270 0 - N A 1 5 7 5 - N A 3 5 7 5 - N A 4 5 5 5 5 7 5 - N A 2 5 7 5 - N A 1 2727 C274 7 2730- B 2730- A 2742 2775} 4 2752 2782 2784 2780 2727 2739 N A C 3 9 0 N A C 3 7 0 C3290 3200 3200-N A 23200-N A 1 1 5 0 - N A 8 1 5 0 - N A 7 1 7 6 1 7 8 1 6 6 1 6 8 1 7 0 1 7 2 3217 3211 17 5 16 5 3179}2 3150} 1 3 3056 3180- N A 2 3180- N A 1 2 1 8 - N A 1 21 8 - N A 2 2 1 8 - N A 3 3162 } 1 1 2 1 8 - N A 4 31393155 3136}11 3136}28 3136}32 3136}37 201 3080 } 5 C3076 3 0 7 5 } 3 3 1 4 5 } 1 4 C3100 - N A 1 C310 0 - N A 2 3075 2 9 7 5 - A N A 3001} 1 3 N A 30 1 6 3016 3040 3080} 5 3080 } 6 3080- N A 2 5 3080 } 4 363}1 1 355 3 2 5 } 8 3 0 0 } 1 7 300}13 3 9 9 2919 } 2 2947 2967 C2971 C2975 C2977 C296 5C296 1C295 9C295 7 C294 3 2940 2946 2956 2972 29682960 2958 C2979 } 3 2995 C2990 C2992 2978 2998 5 1 0 5 3 0 30193021 3031 3 9 5 3080} 2 3 5 4 390}1 5 4 1 1 C 4 3 0 C 4 0 0 C457445435425 C 4 1 7 3044} 3 3044} 4 3088} 2 7 3060 3066 3080 3045 3065 3087 C3095 } 4 542 544 5 0 5 3085} 2 3091 C3067 3055 NA 6 4 5 3025 3045} 3 5 0 5 C 5 2 5 C 5 3 1 53 9 } 7 5 4 0 5 6 1 5 6 3 C 5 7 1 594592570574576578 592570560}1 5 5 5 0 2965} 3 C 6 6 0 69 0 } 1 1 675 3055 } 5 C308 1 3050 3062 C3070 3080 3082 3039 745 3021 C7 6 5 C7 5 5 7 9 5 NA 3039}33039-A 3048- N A 1 3048 - N A 2 3048- N A 3 3048 1 / 2 NA NA 3035 3043 3075 3055 3055 1 / 2 9 1 0 3095} 9 3110-N A 2 3110-N A 4 3110-N A 3 3090} 4 9 3081- N A 1 3039-G 3039}2 3071 3081- N A 2 3081- N A 4 3081- N A 3 3091 - N A 1 3091- N A 2 NA}5 NA 3120- N A 1 3120- N A 2 3120- N A 4 3130} 4 3120- N A 3 3133} 6 3113 3121 1 / 2 3111 3121 3120- N A 33120- N A 4 3110-N A 1 3120- N A 2 3120-N A 1 3130} 5 3147 } 6 3149- N A 2 3149 - N A 1 3149 - N A 3 3149- N A 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2 9 4 5 - N A 1 3 9 4 5 - N A 1 6 9 4 5 - N A 1 4 9 4 5 - N A 1 5 9 4 5 - N A 1 1 9 4 5 - N A 1 0 9 4 5 - N A 9 3446- N A 23446- N A 1 34403430 - N A 23430- N A 1 3410 } 1 6 3390 3 3 8 0 - N A 3 4 3 3 8 0 - N A 3 3 3 3 8 0 - N A 3 5 798 3348 3354 3366 3380 3396 3367 3345- N A 1 3345- N A 2 3331 33253323 33443340- N A 23340- N A 1 3322- N A 43322- N A 33322- N A 2 3322 - N A 1 C 7 9 9 - N A 3 C 7 9 9 - N A 2 C 7 9 9 - N A 1 3292} 6 3370 1 / 2 3370 8 0 1 3330} 1 0 3350} 1 7 3334 3332}6 3316 } 8 3316} 8 3266} 1 4 3316} 8 3268 } 1 6 1 0 0 1 } 6 997}6 1 0 0 3 - N A 1 1 0 0 3 - N A 2 1 0 0 3 - N A 3 1 0 0 3 - N A 4 9 9 3 9 6 5 } 7 9 8 3 - N A 5 9 8 3 - N A 4 9 8 3 - N A 1 9 8 3 - N A 2 9 8 3 - N A 3 9 9 1 } 6 9 9 5 } 6 1 0 0 5 } 6 1 0 2 2 - N A 1 9 9 8 9 9 6 9 8 2 - N A 3 9 8 2 - N A 2 9 7 4 9 8 2 - N A 1 9 5 2 - N A 4 9 2 5 9 4 3 3210 9 4 5 } 7 3244} 1 1 3222 3224 3144 3162 C317 5 9 0 6 9 2 6 9 3 8 1 / 2 9 3 83166 3156 9 5 2 - N A 1 95 2 - N A 2 9 5 2 - N A 3 9 4 1 9 4 3 9 3 7 3110 3120 9 3 1 3146 3132 3115 8 9 7 3096 3044 3042 9 8 5 9 5 1 } 7 9 4 7 } 8 9 5 1 } 7 965}2 4 9 6 3 9 6 7 1 0 2 2 - N A 2 1 0 2 8 1 1 0 3 1 / 2 1 1 0 3 1 0 9 5 1 1 3 7 1 1 3 9 1 1 5 5 1 1 9 0 11 9 8 1 2 1 0 1 2 3 0 11 4 4 3150 3213 12 1 5 12 1 7 3218 3230 3235 3244 3236 3254 12 5 1 12 4 5 12 3 1 12 5 2 1 3 0 7 1 3 0 1 1 2 3 5 12 3 0 - N A 2 12 3 0 - N A 1 12 0 2 1 2 8 4 1 2 4 0 1 2 5 0 1 2 6 4 1 1 6 3 1 3 0 6 - N A 2 1 3 0 6 - N A 1 1 3 1 8 1 3 0 8 1 3 0 2 1 3 2 8 N A 1 1 9 9 1 1 7 3 C 3 0 8 8 - N A 1 C 3 0 8 8 - N A 2 C 3 0 8 8 - N A 3 C 3 0 5 0 1040}9 1040}9 1065}6 C 1 0 6 5 - N A 1 C 1 0 6 5 - N A 2 C 1 0 5 5 1 0 2 5 1089 1040}3 1040}71040}9 1040}9 945 C 1 0 0 5 - N A 2 C 1 0 0 5 - N A 1 955 901 C 8 2 5 840 8 8 0 2945} 2 0 C2942 2943 2952 920 950 2944 2946 2940 921 923 925 931 927 2928 - N A 1 2928- N A 2 29412937 1 / 2 2928 - N A 3 2921 8 6 1 2910}6 2892 785}1 5 2943 2928} 8 2923 840 8 0 2 8 0 0 C770 7 1 0 2975 NA 2971NA NA2959 C2958 2975 2956}4 C296 3 29512945 2937 711}15 6 9 9 C 6 4 0 - N A 1 C 6 4 0 - N A 2 C 6 4 0 - N A 3 NA 2931}3 2921 2933}3 C 5 7 5 C 5 6 5 5 5 5 C 5 9 5 2916 5 0 7 - N A 2 5 0 7 - N A 1 2917 } 3 421}4 C2907 C291 1 } 1 4 2898} 2 5 4 0 5 0 0 C 5 1 0 C 5 2 0 C 5 3 0 2870 2860 28362832 2840 2802} 4 2808 282928152855 2855 28152805 2835282528452805}2 2845 28352829 5 7 0 5 5 8 C 5 8 0 } 2 C 6 3 0 - N A 3 C 6 3 0 - N A 4 C 6 3 0 - N A 1 C 6 3 0 - N A 2 C 6 2 0 - N A 2 C 6 2 0 - N A 3 C 6 2 0 - N A 1 6 3 0 } 1 2 2804 2820 C2812C2808 - N A 3 C280 8 - N A 2 C2808 - N A 1 2808 2812 2814 28192825 28012785 C2777 2775 } 4 2772 2790- N A 1 2801 - N A 2 2790- N A 42790- N A 32790- N A 2 2800 2810 2820 } 8 2840} 8 7 1 0 C 7 5 2 75 6 N A 78 6 } 6 2879 1 / 2 2879 2865 2815} 7 2750} 2 3880 3870 3860 377 0 3745 16 9 5 1665 1 5 3 6 1 5 1 9 1660 1664 3576 N A 1 4 7 5 1 4 6 5 1 4 5 5 1 4 2 5 1 4 3 5 3514 1 4 1 5 1 4 1 7 3490 3546 3551 35251 3 7 5 1 3 6 5 1 3 5 5 1 3 4 5 3520 3516 3508 3512 1 3 3 5 3450 3460 1 3 5 0 3491 3515 3460 3481 3440 3430 342 0 3457 3437 13 9 7 3407 3420 3430 3454 1510 1520 1561 15 4 1 15 2 1 1 4 6 0 3486 1 4 5 0 1 4 7 0 3 4 6 0 1 4 9 0 1 4 8 0 1 5 2 6 1 5 3 0 3450 3436 1 6 3 5 3440 1 6 5 5 1 6 4 5 1 6 5 0 1 6 4 0 1 5 4 0 1 5 6 0 15 7 1 15 5 1 1 6 3 0 16 3 5 1 6 5 0 1 6 4 5 1 6 5 5 1 6 6 5 166 0 16 7 5 1 6 6 0 1 6 4 0 1 6 3 0 3319-N A 2 3311 NA 33033264 3276 3307 3320 3286 3370 3340 3319-N A 1 15 9 0 15 7 8 1 5 7 4 15 7 0 15 5 0 15 1 1 15 3 1 3410 3384 340513 9 3 3375 14 3 2 13 8 5 13 7 5 34 0 3 3 4 0 5 13 6 5 3315 13 5 6 3301 3265 3300 3320 3340 3333 3307 3291 3265 3247 1 4 7 5 3242 3250 3270 3280 3245 3235 1 3 6 5 3220 3218 3225 1 3 5 1 1 3 6 6 1 3 6 6 1 / 2 1 3 4 4 1 3 1 5 1 3 6 3 1 3 4 5 13 0 0 12 5 4 12 6 4 12 7 4 12 7 1 3305 12 8 4 13 0 6 3255 13 0 8 3330 13 1 3 13 1 5 13 3 5 3327 3337 3357 3375 3383 3415 3437 3425 3401 3390 3432 3425 3376 3340}5 3415 3430 3 4 2 0 34 0 1 3400 13 8 7 34 1 0 3410 3415 340 5 3435 3445 3460 3450 3440 3435 3445 3455 1 2 0 2 1 1 7 2 1 1 7 0 1 2 2 0 3465 1 2 7 4 3455 3465 3504 1 1 9 7 1 1 7 3 1 1 5 5 1 1 6 1 3520 1 1 2 0 1 1 5 2 1 / 2 1 1 5 2 3480 3456 1/2 3456 3470 3455 34773447 3443 3457 NA 10 8 0 10 8 2 10 8 8 1 0 9 7 10 8 1 10 5 9 1 0 5 0 - N A 1 1 0 4 4 - N A 2 1 0 5 0 - N A 2 1 0 6 0 1 0 7 0 3565 3530 3560 1 0 8 0 1 0 9 5 3643 1 0 7 5 1 0 5 5 - N A 1 1 0 5 5 - N A 2 1 0 6 5 1 0 5 1 1 0 5 1 1 / 2 3610} 5 3 6 2 0 } 6 1 0 3 1 } 1 3 1 0 3 1 } 1 6 3640-N A 1 3640-N A 4 3640-N A 3 3640-N A 2 1 0 1 6 3663-N A 2 C3666 - N A 3C3666- N A 2 C3666 - N A 1 1 0 3 0 1 0 4 0 1 0 5 0 1 0 6 0 3659-N A 2 3651-N A 2 3659- N A 1 3663-N A 1 3647-N A 1 3647-N A 2 3651-N A 1 3655 3667 1 0 7 0 1 0 8 0 10 9 8 3684 3692 1 1 4 4 - N A 1 1 1 4 4 - N A 2 3676 3670 3640-N A 23640-N A 1 3630-N A 2 3630-N A 3 3630-N A 4 3630-N A 1 3580 11 6 5 1 2 1 1 3528 3532 3536 3540 3544 3548 36 3 0 3 6 4 0 3650 3660 1 3 2 0 1 3 1 0 1 3 3 0 1 3 4 0 1 3 5 0 3615 1 3 6 0 3580 3590 3636 3600 3656 3686 3655 1 3 4 2 3635NA 1 3 2 8 1 3 3 2 1 3 5 2 1 3 9 4 1 3 6 9 3711 3735 3730 3720 1 3 3 7 1 2 8 1 3721 1 2 5 7 3719 1 2 1 3 3709 N A 1 2 7 4 1 2 6 0 1 2 7 2 1 2 3 0 1 1 9 6 1 2 5 0 1 1 9 0 1 1 8 4 1 2 0 9 1 1 7 5 C 1 1 6 5 - N A 2 C 1 1 6 5 - N A 1 1 1 4 9 - N A 1 1 1 4 9 - N A 2 N A C 1 2 0 7 3758 3790 3808 3764 3802 1 1 9 9 3749 3739 1 2 0 1 1205- N A 2 1205- N A 1 3729 3730 3740 3751 3741 3731 3740 375 0 37 6 1 37 6 5 3 8 1 0 382 0 3830 3 8 0 0 3811 38 2 0 3750 37 7 0 37 5 9 3 8 1 0 1166 1176 3860 3840 3830 3831 3841 3840 3871 3861 3870 1 2 5 0 1 2 3 0 1 2 0 4 3880 1 1 9 0 1 1 7 0 1186A 1196 11 5 5 1 1 5 0 3880 3860 3840 1145 1 1 3 5 1156 1 1 4 6 1 1 3 6 11 2 6 1 1 2 5 3810 3821 3890 3820 3801 3781 3781 1 / 2 3730 3720 3710 1 0 9 5 1 0 9 7 3725 3745 1 0 8 5 1 0 7 5 1 0 6 5 1 0 5 5 3780 3700}4 5 1 0 4 5 3890 1 1 3 0 1 1 4 5 1 1 6 5 1 2 0 9 1 1 9 9 3 9 5 5 1 1 9 5 1 1 7 5 3957 1 2 4 1 Beech A v e n u e S t a t e S t r e e t W a s h i n g t o n S t r e e t Christia n s e n W a y Ca r l s b a d B o u l e v a r d C a r l s b a d B o u l e v a r d Ca r l s b a d B o u l e v a r d Ca r l s b a d B o u l e v a r d Pine Avenue Car l s b a d B o u l e v a r d Li n c o l n S t r e e t Oak Ave n u e Car l s b a d B o u l e v a r d O c e a n S t r e e t C a r l s b a d B o u l e v a r d Ca r l s b a d B o u l e v a r d C a r l s b a d B o u l e v a r d Carlsbad V i l l a g e D r i v e Grand A v e n u e Wa s h i n g t o n S t r e e t St a t e S t r e e t Carlsbad V i l l a g e D r i v e W a s h i n g t o n S t r e e t Oak Ave n u e S t a t e S t r e e t Carlsbad V i l l a g e D r i v e Carlsba d V i l l a g e D r i v e J e f f e r s o n S t r e e t Oak Ave n u e M a d i s o n S t r e e t R o o s e v e l t S t r e e t Walnut A v e n u e T y l e r S t r e e t Wa s h i n g t o n S t r e e t C o a s t a l R a i l T r a i l Oak Ave n u e Li n c o l n S t r e e t Pine Ave n u e Walnut A v e n u e Li n c o l n S t r e e t Chestnu t A v e n u e Sycamo r e A v e n u e C a r l s b a d B o u l e v a r d Washingt o n S t r e e t W a s h i n g t o n S t r e e t Chestnu t A v e n u e J e f f e r s o n S t r e e t Palm Ave n u e M a d i s o n S t r e e t R o o s e v e l t S t r e e t Vi l l a g e C i r c l e Vill a g e C i r c l e Magnolia A v e n u e H a r d i n g S t r e e t H a r d i n g S t r e e t H a r d i n g S t r e e t Magnolia Aven u e Camellia Pl a c e Avocado La n e H a r d i n g S t r e e t Palm Avenu e Sa n D i e g o F r e e w a y Chestnut A v e n u e Sa n D i e g o F r e e w a y Eu r e k a P l a c e Sa n D i e g o F r e e w a y Chestnut A v e n u e Chestnu t A v e n u e H a r d i n g S t r e e t Pine Ave n u e H o p e A v e n u e Pi o P i c o D r i v e Sa n D i e g o F r e e w a y Sa n D i e g o F r e e w a y Pine Av e n u e Carlsbad V i l l a g e D r i v e Carlsbad V i l l a g e D r i v e H a r d i n g S t r e e t Grand A v e n u e Grand Av e n u e Carlsbad V i l l a g e D r i v e Grand A v e n u e T y l e r S t r e e t R o o s e v e l t S t r e e t M a d i s o n S t r e e t J e f f e r s o n S t r e e t S p a n i s h W a y Sandalwo o d P l a c e Sandalwo o d L a n e M c K i n l e y S t r e e t Basswoo d A v e n u e Wo o d l a n d W a y Chestnut A v e n u e Ad a m s S t r e e t Palm Aven u e Hillview Co u r t Yv e t t e W a y Magnolia A v e n u e Gr e c o u r t W a y Ma r g a r e t W a y Ad a i r W a y Larkspur La n e A d a m s S t r e e t Pi o P i c o D r i v e S a n D i e g o F r e e w a y Tamarack A v e n u e Carlsbad Village Drive Map Carlsbad, CA 92008 Green-existing Charter underground facilities within project limits. Red-existing Charter aerial facilities within project limits. Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 FIBER TERMINATION POINTS TAG NAME MFG MODEL PORT COUNT OPTICAL SPLITTERS FT1 AGG-2956 ROOSEVELT ST_01 NA AGG_SWITCH 2 NAME PORTS AGG_24_FWD_01 NAME WAVELENGTH Common N/A FWD1 N/A FWD2 N/A FWD3 N/A FWD4 N/A FWD5 N/A FWD6 N/A FWD7 N/A FWD8 N/A FWD9 N/A FWD10 N/A FWD11 N/A FWD12 N/A AGG_24_RTN_01 NAME WAVELENGTH Common N/A RTN1 N/A RTN2 N/A RTN3 N/A RTN4 N/A RTN5 N/A RTN6 N/A RTN7 N/A RTN8 N/A RTN9 N/A RTN10 N/A RTN11 N/A RTN12 N/A FT2 AGG-2956 ROOSEVELT ST_02 NA AGG_SWITCH 2 NAME PORTS AGG_24_FWD_01 NAME WAVELENGTH Common N/A FWD1 N/A FWD2 N/A FWD3 N/A FWD4 N/A FWD5 N/A FWD6 N/A FWD7 N/A FWD8 N/A FWD9 N/A FWD10 N/A Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 FT2 AGG-2956 ROOSEVELT ST_02 NA AGG_SWITCH 2 AGG_24_FWD_01 FWD11 N/A FWD12 N/A AGG_24_RTN_01 NAME WAVELENGTH Common N/A RTN1 N/A RTN2 N/A RTN3 N/A RTN4 N/A RTN5 N/A RTN6 N/A RTN7 N/A RTN8 N/A RTN9 N/A RTN10 N/A RTN11 N/A RTN12 N/A FT3 BC-300CARLSBA-3 NA _BUSINESSCLASS 4 FT4 BC-300CARLSBA-4 NA _BUSINESSCLASS 4 FT5 BC-300CARLSBADV NA _BUSINESSCLASS 4 FT6 BC-325CARLSBADVI NA _BUSINESSCLASS 4 FT7 BC-390OAKAVE NA _BUSINESSCLASS 4 FT8 BC-770CARLSBADVILLAGEDR NA _BUSINESSCLASS 4 FT9 BC-840CARLSBADVILLAGEDR NA _BUSINESSCLASS 4 FT10 BC-880CARLSBADV NA _BUSINESSCLASS 4 FT11 BC-901CARLSBADVILLAGEDR NA _BUSINESSCLASS 4 FT12 BC-920 CARLSBAD VILLAGE DR-01 NA _BUSINESSCLASS 4 FT13 BC-2800ROOSEVELT NA _BUSINESSCLASS 2 FT14 BC-2910JEFFERSONST-100 NA _BUSINESSCLASS 4 FT15 BC-2945HARDINGS NA _BUSINESSCLASS 4 FT16 BC-2956 ROOSEVELT ST_01 NA _BUSINESSCLASS 4 FT17 BC-2965ROOSEVEL NA _BUSINESSCLASS 2 FT18 BC-3016CARLSBADBL NA _BUSINESSCLASS 4 FT19 BC-3039JEFFERSONST NA _BUSINESSCLASS 4 FT20 BC-3136CARLSBADBLVD NA _BUSINESSCLASS 4 FT21 BC-3180 CARLSBAD BLVD-01 NA _BUSINESSCLASS 4 FT22 BC-3200CARLSBADBLVD NA _BUSINESSCLASS 4 FT23 BC-3280PIOPICODR NA _BUSINESSCLASS 2 FT24 BC-3305TYLERST NA _BUSINESSCLASS 4 FT25 BC-3570PIOPICO NA _BUSINESSCLASS 4 FT26 BC-3700PIOPICODR NA _BUSINESSCLASS 4 FACILITIES TAG NAME MFG MODEL OPTICAL SPLITTERS FA1 300CARLSBADVI-2 GENERIC FIBER_TERM FA2 300CARLSBADVI-3 GENERIC FIBER_TERM Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 FA3 300CARLSBADVI-4 GENERIC FIBER_TERM FA4 300CARLSBADVILL-1 GENERIC FIBER_TERM FA5 325CARLSBADVILLAGE GENERIC FIBER_TERM FA6 390OAKAVE GENERIC FIBER_TERM FA7 770CARLSBADVILLAGEDR GENERIC FIBER_TERM FA8 840CARLSBADVILLAGEDR GENERIC FIBER_TERM FA9 880CARLSBADVILL GENERIC FIBER_TERM FA10 901CARLSBADVILLAGEDR GENERIC FIBER_TERM FA11 920 CARLSBAD VILLAGE DR GENERIC FIBER_TERM FA12 2800ROOSEVELT GENERIC FIBER_TERM FA13 2910JEFFERSONST GENERIC FIBER_TERM FA14 2945HARDINGST GENERIC FIBER_TERM FA15 2956ROOSEVELTST_01 GENERIC FIBER_TERM FA16 2956ROOSEVELTST_02 GENERIC FIBER_TERM FA17 2965ROOSEVELTST GENERIC FIBER_TERM FA18 3016CARLSBADBL GENERIC FIBER_TERM FA19 3039JEFFERSONST GENERIC FIBER_TERM FA20 3136CARLSBABBLVD GENERIC FIBER_TERM FA21 3180 CARLSBAD BLVD GENERIC INSTITUTIONAL FA22 3200CARLSBADBLVD GENERIC FIBER_TERM NAME PORTS 3200CARLSBADBLVD - 1X2_FWD NAME WAVELENGTH Common N/A Split1 N/A Split2 N/A FA23 3280PIOPICODR GENERIC INSTITUTIONAL FA24 3305TYLERST GENERIC FIBER_TERM FA25 3570PIOPICODR GENERIC INSTITUTIONAL NAME PORTS OPT_SPL_1X2 NAME WAVELENGTH Split2 N/A Split1 N/A Common N/A FA26 3700PIOPICODR GENERIC FIBER_TERM ACTIVES - 1 TAG NAME MODEL INPUT 750 MHz D A 54 MHz D A 42 MHz D A 5 MHz D A OUTPUT 750 MHz 54 MHz 42 MHz 5 MHz FWD PAD D A FWD EQ D A RTN PAD D A RTN EQ D A CASCADE DLA POWER SUPPLY VOLTAGE CURRENT A13 C2092 AR_NC2000_01_MIN_38 N/A N/A N/A N/A 38 38 0 0 N/A N/A N/A N/A N/A 0 N/A N/A N/A ACTIVES - 2 TAG NAME MODEL INPUT 860 MHz D A 54 MHz D A 42 MHz D A 5 MHz D A OUTPUT 860 MHz 54 MHz 42 MHz 5 MHz FWD PAD D A FWD EQ D A RTN PAD D A RTN EQ D A CASCADE DLA POWER SUPPLY VOLTAGE CURRENT A1 C2004H OM2100 N/A N/A N/A N/A 51 39 18 18 N/A N/A N/A N/A N/A 0 C2004HA 60 0 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71 A2 C2005H OM2100 N/A N/A N/A N/A 51 39 18 18 N/A N/A N/A N/A N/A 0 N/A N/A N/A A3 C2042A OM4100_4X4 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 CB20421 87 11.97 A4 C2042B OM4100_4X4 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 CB20421 87 0 A5 C2042C OM4100_4X4 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 CB20421 87 0 A6 C2042D OM4100_4X4 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 CB20421 87 0 A7 C2047A OM4100_4X4 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 C20473 87 0 A8 C2047ABCD OM4100_4X4_HSG N/A N/A N/A N/A 0 0 0 0 N/A N/A N/A N/A N/A 0 C20473 87 7.51 A9 C2047B OM4100_4X4 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 C20473 87 7.51 A10 C2047C OM4100_4X4 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 C20473 87 0 A11 C2047D OM4100_4X4 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 C20473 87 0 A12 C2082H OM2100 N/A N/A N/A N/A 51 39 18 18 N/A N/A N/A N/A N/A 0 N/A N/A N/A A14 C2095A OM4100_2X2 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 N/A N/A N/A A15 C2095A_C2095B OM4100_2X2_HSG N/A N/A N/A N/A 0 0 0 0 N/A N/A N/A N/A N/A 0 N/A N/A N/A A16 C2095B OM4100_2X2 0 0 0 0 51.4 40 19 19 N/A N/A N/A N/A N/A 0 N/A N/A N/A A17 VS010 AR_NC2000_02_MIN_54 N/A N/A N/A N/A 54.4 40 16 16 N/A N/A N/A N/A N/A 0 N/A N/A N/A A18 N/A OM4100_4X4_HSG N/A N/A N/A N/A 0 0 0 0 N/A N/A N/A N/A N/A 0 CB20421 87 11.97 Docusign Envelope ID: 9C9FD0B3-1BA7-43F3-A6CA-09F84E096A71