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Home My WebLink About24-27-M Executed Contract.pdf SPECIFICATIONS LINCOLN AVENUE OVERLAY FIG AVENUE TO CEDAR AVENUE BUDGET /ACCOUNT: 4510 / 7370 co � 6 Department of Public Works and Planning o� �o p g PRY,S CONTRACT NUMBER 24-27-M TABLE OF CONTENTS COVER SHEET COUNTY ADOPTION AND ACKNOWLEDGMENT Engineer's Signature NOTICE TO BIDDERS SPECIAL PROVISIONS PROJECT DETAILS / DRAWINGS Location Maps and Details 2015 Caltrans Standard Plan Sheets A20A and A20B Construction Funding Signs Advance Notification Signs (ANS) Caltrans encroachment permit Self-Dealing Transactions Disclosure Form BID BOOK Instructions for Completing the Bid Book Bidder's Declaration Bid Form Evaluation of Bid Item List Bid Security and Signature Non-Collusion Declaration Public Contract Code Subcontractor List General Requirements for In-Use Off-Road Diesel-Fueled Fleets Certifications Opt-Out of Asphalt Concrete Price Fluctuations Form Guaranty AGREEMENT Agreement Contract Number 24-27-M COUNTY ADOPTION AND ACKNOWLEDGEMENT PROJECT: LINCOLN AVENUE OVERLAY CONTRACT NUMBER: 24-27-M Brain Pacheco 1st District Garry Bredefeld, Vice Chairman 2nd District Luis Chavez 3rd District Ernest "Buddy" Mendes, Chairman 4th District Nathan Magsig 5th District Paul Nerland, County Administrative Officer 25/03/25 Steve White Nar 25,2025 14:11 PDT) Steven E. White, Director Date Department of Public Works and Planning Date Signed: 25/03/25 ,??,OFESS/p�,, X\ C• �9� � o�No.C80424 c/V q t� OF CALF Supervising Engineer: q,�� Joseph C. Harrell, PE C80424 FRESNO COUNTY Department of Public Works and Planning m/a 2220 Tulare Street, Suite 720 Fresno, CA 93721-2106 COUNTY OF FRESNO STATE OF CALIFORNIA NOTICE TO BIDDERS Contract Name: LINCOLN AVENUE OVERLAY Project Address / Location: FIG AVENUE TO CEDAR AVENUE Contract Number: 24-27-M Bid Opening Date & Time: Thursday, April 24, 2025 2:00 P.M. (1400 hours and 00 seconds) Sealed Proposals / Bids Received at EITHER (choose ONE): https://www.bidexpress.com/businesses/36473/home or Department of Public Works and Planning Office of the Design Engineer 2220 Tulare St., 7th Floor Fresno, CA 93721 The work to be done consists, in general, of cold planing of about 0.75 miles of asphalt pavement, placing geosynthetic pavement interlayer over 2.0 miles, and constructing an asphalt concrete overlay on Lincoln Avenue from Fig Avenue to Cedar Avenue (2.5 miles) in the County of Fresno, California. Pre-bid Conference: None Planholders Website: "Contractor Bidding Opportunities" http://www.fresnocountyca.gov/planholders Requests for Clarification (RFC) Deadline & Form: http://www.fresnocountyca.gov/Departments/Public- Works-and-Planning/Construction-Bidding- Opportunities/24-27-M-Lincoln-Avenue- Overlay/Request-for-Clarification-Form no later than 2:00 p.m. on the seventh (7th) calendar day before bid opening Bid Submission Questions: DesignServices(a).fresnocountyca.gov (559) 600-4543 or (559) 353-4919 Request to be Added to Planholders Form: https://www.fresnocountVca.gov/Departments/Public- Works-and-Planning/Construction-Bidding- Opportunities/Request-to-Be-Added-to-the- Planholders-List-Form Engineer's Estimate Range: $1,700,000 - $2,000,000 Working Days (Subsection 8-1.04B): All work within thirty (30) working days Contract Number 24-27-M Notice to Bidders - 1 Required Valid California Contractor's License: Class A (General Engineering) or Class C-12 (Earthwork and Paving) Basis of Bid: Bids are required for the entire work described herein. Bids will be compared on the basis of the cumulative sum of the bid amounts listed for the individual line items. Project Details: Electronic copies, in ".pdf'file format, of the official project specifications, bid books and proposal sheets, and such additional supplemental project information as may be provided, are available to view, download, and print on the Planholders website. This project is funded by the SB-1 Road Maintenance and Rehabilitation Program (RMRA). Bid Opening: Promptly following the closing of the bidding all timely submitted bids will be publicly opened and viewable via a livestream (the link for which will be posted at) for construction in accordance with the project specifications therefor. A bid summary of the bids received will be posted to the project's website, generally within twenty-four (24) hours of the bid opening. Planholders: Bidders may fill out a Request to be Added to Planholders list at the link listed above. Requesters will then be listed as a planholder for the project on the website and receive notifications and addenda issued for the project. Prospective bidders may also select the project on www.BidExpress.com. Those that demonstrate interest in the project will be added to the planholders list, and receive notifications and addenda issued for the project. Planholder and exchange/publication names may be obtained from the County of Fresno Planholders website listed above. Requests for Clarification (RFC) & Addenda: All questions regarding this project shall be in writing and shall be received by the Department of Public Works and Planning (Department), no later than the deadline listed above and shall be submitted on the "Request for Clarification Form" provided on our website above. Any questions received after this deadline may not receive a response. In the event that the bid opening date is revised, the deadline for questions will be extended to no later than 2:00 P.M. on the calendar days listed above before the revised bid opening date. Any changes to, or clarification of, the project plans and specifications shall be in the form of a written addendum issued to planholders of record. Questions and their responses will be posted on our website under "Request for Clarification Responses." Any oral explanation or interpretations given to this project are not binding. Bid Submission Instructions: If a bidder is unable to submit a bid via Bid Express, Bid Books, which contain bid proposal sheets necessary to submit a bid, may be obtained within the Specifications documents posted on the County of Fresno website. Electronic bids shall be submitted via the Bid Express website. Hardcopy bids shall be submitted in a sealed envelope addressed to the "Department of Public Works and Planning, Office of the Design Engineer" and labeled with the name of the bidder, contract number, name of the project, and the statement "Do Not Open Until The Time Of Bid Opening." Contract Number 24-27-M Notice to Bidders - 2 Bid Security: Bid security in the amount of ten percent (10%) of the amount of the bid, and in the form of a bid bond issued by an admitted surety insurer licensed by the California Department of Insurance, cash, cashier's check or certified check shall accompany the bid. You must either attach an electronic bid bond or provide an original bid bond (or other form of bid security authorized by Public Contract Code section 20129(a)), prior to the bid opening. Bid security shall be made in favor of the County of Fresno. Hardcopy bid bonds shall be submitted in a sealed envelope addressed to "Department of Public Works and Planning, Office of the Design Engineer" and labeled with the name of the bidder, contract number, name of the project, and the statement "Do Not Open Until The Time Of Bid Opening — BID BOND." Each bond specified in this Notice shall be issued by a surety company designated as an admitted surety insurer in good standing with and authorized to transact business in this state by the California Department of Insurance, and acceptable to the County of Fresno. Bidders are cautioned that representations made by surety companies will be verified with the California Department of Insurance. Additionally, the County of Fresno, in its discretion, when determining the sufficiency of a proposed surety company, may require the surety company to provide additional information supported by documentation. The County generally requires such information and documentation whenever the proposed surety company has either a Best's Key Rating Guide of less than A and a financial size designation of less than Vill. Provided, however, that the County expressly reserves its right to require all information and documentation to which the County is legally entitled from any proposed surety company. Additional Information and Requirements: No contract will be awarded to a contractor who has not been licensed in accordance with the provisions of the Contractors State License Law, California Business and Professions Code, Division 3, Chapter 9, as amended, or whose bid is not on the proposal form included in the contract document. This project is subject to the contracting requirements and implementing regulations as amended in Title 13, Section 2449 General Requirements for In-Use Off-Road Diesel-Fueled Fleets, of the California Code of Regulations (13 CCR § 2449(i)). Bidders must submit a valid Certificate of Reported Compliance (CRC) issued by the California Air Resources Control Board at the time of bidding. Bidders are responsible for submitting their listed subcontractors' CRCs and any supporting documentation within five (5) calendar days of the bid opening. Failure to submit the required CRCs may render a bid non-responsive. 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 County of Fresno, Department of Public Works and Planning, 2220 Tulare Street, Sixth (6th) Floor, Fresno CA 93721-2104 and available from the California Department of Industrial Relations' Internet web site at http://www.dir.ca.gov/DLSR/PWD. 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. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. Contract Number 24-27-M Notice to Bidders - 3 No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code section 12990. The successful bidder shall furnish a faithful performance bond in the amount of one hundred percent (100%) of the contract amount and a payment bond in the amount of one hundred percent (100%) of the contract amount. Each bond specified in this Notice (bid bond, faithful performance bond and payment bond) shall meet the requirements of all applicable statutes, including but not limited to those specified in Public Contract Code section 20129 and Civil Code section 3248. Pursuant to Public Contract Code section 22300, substitution of securities for any moneys withheld by the County of Fresno to ensure performance under the contract shall be permitted. The Board of Supervisors reserves the right to reject any or all bids. Board of Supervisors, County of Fresno Paul Nerland, County Administrative Officer Bernice E. Seidel, Clerk of the Board Issue Date: March 25, 2025 Contract Number 24-27-M Notice to Bidders -4 Special Provisions Contract Number 24-27-M DIVISION I GENERAL PROVISIONS 1 GENERAL 1-1.01 GENERAL Add to the beginning of Section 1: The work is done in accordance with the 2023 Standard Specifications, 2023 Standard Plans and the following special provisions. Where these special provisions indicate to replace, add to, delete, delete from, or otherwise modify a "section,"or a portion thereof, the section or portion thereof to which such modification is to be applied is the section or portion thereof with the corresponding numbering in the 2023 Standard Specifications. Revised standard plans apply if listed on the "List of Revised Standard Plans," if any, in these special provisions; or if shown or referenced on the project plans or in the project details section of the book entitled "Specifications." In case of conflict between the Standard Specifications and these special provisions, the special provisions shall take precedence over and be used in lieu of such conflicting portions. Add to the end of Section 1-1.01: Bid Items and Applicable Sections Item description Applicable section SUPPLEMENTAL WORK 9 Add to the 1st table of Section 1-1.06: SJVAPCD San Joaquin Valley air pollution control district METS Caltrans Material Engineering and Testing Services Add to Section 1-1.06: Abbreviations in the Bid Items and Applicable Sections are also used in the Bid Item List- Proposal 2. Add or Replace items in Section 1-1.07 with: Authorized Facility Audit List: Caltrans-developed list of facilities. For the Authorized Facility Audit List, go the METS website. Authorized Material List: Caltrans-developed list of authorized materials. For the Authorized Material List go to the METS website. Authorized Material Source List: Caltrans-developed list of authorized source materials. For the Authorized Material Source List go to the METS website. Bid Item List: List of bid items, units of measure, and the associated quantities. The verified Bid Item List is the Bid Item List with verified prices. The Contract Proposal (Proposal 2)of Low Bidder at the Department's website is the verified Bid Item List. After contract award, interpret a reference to the Bid Item List as a reference to the verified Bid Item List. Caltrans: State of California Department of Transportation County: The County of Fresno Department: The Fresno County Board of Supervisors and its authorized representatives. District Office: County of Fresno Department of Public Works and Planning Director: Department's Chairman Contract Number 24-27-M Engineer: The County's Director of Public Works and Planning, acting through their authorized designees. federal-aid contract: Contract that has a federal-aid project number on the cover of the Specifications. holiday: Holiday shown in the following table: Holidays Holiday Date observed Every Sunday Every Sunda New Year's Day January 1st Birthday of Martin Luther King, Jr. 3rd Monday in January Presidents' Day 3rd Monday in February Cesar Chavez Day March 31 st Memorial Day Last Monday in May Juneteenth June 19th Independence Day July 4th Labor Day 1st Monday in September Veterans Day November 11th Thanksgiving Day 4th Thursday in November Day after Thanksgiving Day Day after Thanksgiving Da Christmas Day December 25th If January 1st, March 31st, June 19th, July 4th, November 11th, or December 25th fall on a Sunday, the Monday following is a holiday. If January 1st, March 31st, July 4th, November 11th, or December 25th fall on a Saturday, the preceding Friday is a holiday. Office engineer: The Director of Public Works and Planning for the County of Fresno permanent erosion control establishment period: Number of working days shown in Section 8-1.04 for permanent erosion control establishment work. plans: Standard plans, revised standard plans, and project plans. 1. standard plans: Drawings standard to Department construction projects. These plans are in a book titled Standard Plans. 2. revised standard plans: New or revised standard plans. These plans are listed in the List of Revised Standard Plans in a book titled Specifications. 3. project plans: Drawings specific to the project, including authorized shop drawings. These plans also include a section titled Project Details of a book titled Specifications. specifications: Standard specifications, revised standard specifications, and special provisions. 1. standard specifications: Specifications standard to Department construction projects. These specifications are in a book titled Standard Specifications. 2. special provisions: Specifications specific to the project. These specifications are in a section titled Special Provisions of a book titled Specifications. Replace Section 1-1.08 with: 1-1.08 DISTRICTS Not Used Add to the end of Section 1-1.09 This project is not in a freeze-thaw area. Contract Number 24-27-M Replace Section 1-1.10 with: 1-1.10 PAVEMENT CLIMATE REGIONS To help account for the effects of various climatic conditions on pavement performance, the State has been divided into 9 climate regions. The project's pavement climate region is Inland Valley. Replace Section 1-1.11 with: 1-1.11 WEBSITES,ADDRESSES, AND TELEPHONE NUMBERS Contract Number 24-27-M Websites, Addresses, and Telephone Numbers Reference or agency or department unit Website Address Telephone no. Authorized https://dot.ca.gov/program Material Lists s/engineering= Authorized services/authorized- Material Source materials-lists Lists CA Unified Certification https://californiaucp.dbesy Program's list of stem.com/ certified DBEs California https://dot.ca.gov/program MUTCD s/safety- -- -- ro rams/camutcd https://www.fresnocountyc 2220 Tulare Street Department a gov/ Design Division —Seventh Floor (559) 600-9908 Fresno, CA 93721 Department of Conservation, http://www.conservation.c Office of Mine a.gov/dmr/ Reclamation Department of 455 Golden Gate Ave Industrial http://www.dir.ca.gov San Francisco CA 94102 -- Relations Design Tel: (559) 353-4919 Services- Fax:(559)455-4609 Contract https://www.fresnocountVc Design Tulare Street Email: Administration, a.gov/plan holders Design Division —Seventh Floor Fresno CA 93721 DesignServices(c�fr Planholders, , esnocountyca.gov Bid Results Division of Major Construction Payment and Accounting, Information Unit Office of https://dot.ca.gov/program Office of External Accounts Payable External s/accounting Division of Accounting (916)227-9013 Accounts Department of Transportation Payable P.O. Box 168043 Sacramento, CA 95816-8043 Division of http://www.dot.ca.gov/hq/c Construction onstruc/ Geotechnical Services Geotechnical https://dot.ca.gov/program Department of Transportation (916)227-7000 Services s/engineering-services 5900 Folsom Blvd Sacramento, CA 95819-4612 Materials Engineering and Testing https://dot.ca.gov/program Services METS s/engineering-services Department of Transportation (916)227-7000 5900 Folsom Blvd Sacramento, CA 95819-4612 https://dot.ca.gov/program MPQP s/construction/material- -- -- lant- ualit - ro ram Contract Number 24-27-M Director of Public Works & Planning Office Engineer __ Fresno County cn (559) 600-4078 2220 Tulare St, 8 Floor Fresno, CA 93721 Office of Electrical Office of Electrical Systems Regional Systems Transportation Management Center Regional -- 3165 Gold Valley Dr Transportation Rancho Cordova, CA 95742 Management Center MSC 9-4/41 Offices of Documents Unit Offices of Structure Structure Design (916)227-0716 Design, Department of Transportation Documents Unit 1801 30th St Sacramento, CA 95816-7006 Publication Unit Publication Department of Transportation Distribution Unit 1900 Royal Oaks Dr Sacramento, CA 95815-3800 Replace Section 1-1.12 with: 1-1.12 MISCELLANY Make checks and bonds payable to the County of Fresno. 2 BIDDING Replace Section 2-1.04 with: 2-1.04 PREBID OUTREACH MEETING Section 2-1.04 applies if a mandatory prebid meeting is shown on the Notice to Bidders. The Department may conduct a meeting to provide access to the site and/or discuss the project in the presence of County staff. Each bidder must attend the meeting. The bidder's representative must be a company officer, project superintendent, or project estimator. For a joint venture, one of the parties must attend the mandatory prebid meeting. The Department does not accept a bid from a bidder who did not attend the meeting. A sign-in will be used to identify the attendees. Each bidder must include the name and title of the company representative attending the meeting. The Department may hold a single prebid meeting for more than one contract. Sign in for the contract you intend to bid on. If you are bidding on multiple contracts, sign-in for each contract you intend to bid on. The sign-in lists, with the names of all companies in attendance at each prebid meeting, will be made available at the website shown on the Notice to Bidders for bidder inquiries. Replace Section 2-1.06 with: Contract Number 24-27-M 2-1.06 BID DOCUMENTS 2-1.06A General The Bid book includes bid forms and certifications and are available online at http://www.BidExpress.corn and in the Specifications. The Specifications includes the Notice to Bidders, project details, special provisions, Bid book, and agreement. The Specifications, project plans, and any addenda to these documents may be accessed at the planholders website at https://www.fresnocountyca.gov/planholders. The Standard Specifications and Standard Plans may be accessed online at https://www.fresnocountyca.gov/files/sharedassets/county/v/2/public-works-and- planning/design/construction-bidding-opportunities/2023-standard-specs.pdf 2-1.06B Supplemental Project Information The Department makes the following supplemental project information available: Supplemental Project Information Where Available Description Included in Project Details Location Map and Details • 2015 Caltrans Standard Plan Sheets A20A and A20B • Construction Funding Signs • Advance Notification Signs (ANS) • Caltrans encroachment permit Included with the project plans • None Available on Design Services webpage • None If as-built drawings are available, they may not show existing dimensions and conditions. Where new construction dimensions are dependent on existing bridge dimensions, verify the field dimensions and adjust the dimensions of the work to fit the existing conditions. Replace Section 2-1.12 with: 2-1.12 RESERVED Replace Section 2-1.15 with: 2-1.15 RESERVED Replace Section 2-1.18 with: 2-1.18 RESERVED Replace Section 2-1.27 with: 2-1.27 RESERVED Replace Section 2-1.33 with: 2-1.33 BID DOCUMENT COMPLETION AND SUBMITTAL 2-1.33A General Complete forms in the Bid book. Certain bid forms must be submitted with the bid and properly executed. Certain other forms and information must be submitted either with the bid or within the prescribed period after bid opening as specified elsewhere in these special provisions. Contract Number 24-27-M Failure to submit the forms and information as specified results in a nonresponsive bid. If an agent other than the authorized corporation officer or a partnership member signs the bid, file a Power of Attorney with the Department either before opening bids or with the bid. Otherwise, the bid may be nonresponsive. Electronic Bids: Electronic versions of the bid book documents are available online at http://www.BidExpress.com and may be submitted through that website. Complete and submit the bid online at http://www.BidExpress.com. Your electronic signature is your confirmation of an agreement to all certifications and statements contained in the Bid book. On forms and certifications that you submit through the electronic bidding service, you agree that each form and certification where a signature is required is deemed as having your signature. Hardcopy Bid: Submit a hardcopy bid: 1. Under sealed cover 2. Marked as a bid 3. Identifying the contract number and the bid opening date 4. Use ink or typewriter 2-1.33B Bid Item List and Bid Comparison Submit a bid based on the bid item quantities the Department shows on the Bid Item List (Proposal 2). Bids will be evaluated and the low bidder determined as indicated in the Notice to Bidders. Do not submit an unbalanced bid. An unbalanced is a bid is one in which one or more bid items is/are considered by the Department to have been bid at an amount that is unreasonably high or unreasonably low. A bid may be considered to be non-responsive and may be rejected if it is considered by the Department to be unbalanced. 2-1.33C Bid Document Completion Proposal items are identified by title and by the word "Proposal"followed by the number assigned to the proposal item in question. Proposal items are included in the Bid Book. 2-1.33C(1) Proposal 1 - Proposal to the Board of Supervisors of Fresno County 2-1.33C(2) Proposal 2 - Bid Item List One or more sheet(s) or list(s) upon which the bidder completes the bid. Fill out completely including a unit price and total for each unit price-based item and a total for each lump sum item. Do not make any additions such as "plus tax", "plus freight", or conditions such as "less 2% if paid by 15th". Use ink or typewriter for paper bids. 2-1.33C(3) Proposal 3 - Evaluation of Bid Item List Describes how inconsistences and irregularities are evaluated and corrected when Design Services reviews the Bid Item List. 2-1.33C(4) Proposal 4 - Bid Security and Signature Submit one of the following forms of bidder's security equal to at least 10 percent of the bid: • Cash • Cashier's check • Certified check • Signed bidder's bond by an admitted surety insurer Contract Number 24-27-M Indicate type of bid security provided. • Cash—Acceptable but not recommended. Cash is deposited in a clearing account and is returned to bidders by County warrant. This process may take several weeks. • Cashier's or Certified Checks—This type of security is held until the bid is no longer under consideration. If submitted by a potential awardee, they will be returned when the contract is fully executed by the bidder and bonds and insurance have been approved. • Bid Bonds— Must be signed by the bidder and by the attorney-in-fact for the bonding company. Provide notarized signature of attorney-in-fact accompanied by bonding company's affidavit authorizing attorney-in-fact to execute bonds. An unsigned bid bond will be cause for rejection. Bonding companies may provide their own bid bond forms. Bid Security and Signature sections must be completed by the bidder and submitted with their bid. Provide contractor's license information. State business name and if business is a: • Corporation - list officers • Partnership- list partners • Joint Venture- list members; if members are corporations or partnerships, list their officers or partners. • Individual - list Owner's name and firm name style Signature of Bidder-the following lists types of companies and corresponding authorized signers. • Corporation - by an officer • Partnership- by a partner • Joint Venture- by a member • Individual - by the Owner If signature is by a Branch Manager, Estimator, Agent, etc., the bid must be accompanied by a power of attorney authorizing the individual to sign the bid in question or to sign bids more generally, otherwise the bid may be rejected. Business Address - Firm's Street Address Mailing Address - P.O. Box or Street Address Complete, sign, and return with bid. 2-1.33C(5) Proposal 5 - Non-Collusion Declaration Must be completed, signed, and returned with bid. 2-1.33C(6) Proposal 6 - Public Contract Code Section 10285.1 Statement Select"has"or"has not" in accordance with instructions on form, return with completed for with bid. Note that signing the bid constitutes signing this statement. 2-1.33C(7) Proposal 7 - Public Contract Code Section 10162 Questionnaire And Public Contract Code 10232 Statement Select: "yes" or"no" accordance with instructions on form, include explanation if"yes" is selected. Return completed form with bid. Note that signing the bid constitutes signing this questionnaire and statement. Contract Number 24-27-M 2-1.33C(8) Proposal 8 -Subcontractors Sheet(s) or spaces where bidders list subcontractors. List each subcontractor to perform work in an amount in excess of 1/2 of 1 percent of the total bid or$10,000, whichever is greater(Pub Cont Code § 4100 et seq.). The Subcontractor List submitted with the bid must show the name, location of business, work portions to be performed, Department of Industrial Relations registration number, and the contractor's license number for each subcontractor listed. • Use subcontractor's business name style as registered with the License Board. • Specify the city in which the subcontractor's business is located and the state if other than California. • Description of the work to be performed by the subcontractor. Indicate with bid item numbers from the bid item list and/or work descriptions similar to those on bid item list. • List contractor's license number and Department of Industrial Relations registration number for each subcontractor. Upon request from Design Services, provide the following additional information within 24 hours of bid opening if not included on the Subcontractor List submitted with the bid: • Complete physical address for each subcontractor listed. • Percentage of the total bid or dollar amount associated with each subcontractor listed. 2-1.33C(9) Proposal 9 -Title 13, California Code of Regulations § 2449(i) General Requirements for In-Use Off-Road Diesel-Fueled Fleets Contractors, if applicable, must submit valid Certificates of Reported Compliance with their bid. Subcontractor certificates will be due no later than 4:00 p.m. on the fifth (51h)calendar day after the bid opening if not submitted with the bid. 2-1.33C(10) Proposal 10 through 2-1.33C(17) Proposal 17 - NOT USED 2-1.33C(18) Opt Out of Payment Adjustments for Price Index Fluctuations— Proposal 18 You may opt out of the payment adjustments for price index fluctuations specified in Section 9-1.07. To opt out, submit a completed Opt Out of Payment Adjustments for Price Index Fluctuations form with your bid. 2-1.33C(19) Guaranty— Proposal 19 Does not need to be signed with the bid. Part of the contract which must be signed by the contractor when contract is executed. Replace Section 2-1.34 with: 2-1.34 BIDDER'S SECURITY You must either attach an electronic bid bond or provide an original bid bond (or other form of bid security authorized by Public Contract Code Section 20129(a)), prior to the bid opening. Submit one of the following forms of bidder's security equal to at least 10 percent of the bid: 1. Cash 2. Cashier's check 3. Certified check 4. Signed bidder's bond by an admitted surety insurer An electronic bid bond may be submitted either: 1. As an electronic bidder's bond by an admitted surety insurer submitted using an electronic registry service approved by the Department (SurePath or Tinubu). Contract Number 24-27-M 2. As a scanned attachment of a notarized paper bid with the original paper notarized bidder's bond by the admitted surety insurer so that it is received by Design Services no later than 4:00 PM on the fifth (5th) calendar day after the bid opening. Cash, cashier's check, certified check, or paper bidder's bonds should be sent in a sealed envelope in accordance with the labeling and address instructions listed on the Notice to Bidders. Replace Section 2-1.40 with: 2-1.40 BID WITHDRAWAL 1. An authorized agent may withdraw a paper bid before the bid opening date and time by submitting a written bid withdrawal request at the location where the bid was submitted. Withdrawing a bid does not prevent you from submitting a new bid. An authorized agent is an individual authorized to submit a bid. 2. A bidder may withdraw or revise a bid after it has been submitted to the electronic bidding service if this is done before the bid opening date and time. 3. After the bid opening time, you cannot withdraw a bid. 2-1.46 DEPARTMENT'S DECISION ON BID The Department's decision on the bid amount is final. The Department may reject: 1. All bids 2. A nonresponsive bid 3. A bid from any entity that is a parent, affiliate, or subsidiary, or that is under common ownership, control, or management with any other entity submitting a bid on the project. Replace Section 2-1.47 with: 2-1.47 BID RELIEF The Department may grant bid relief under Pub Cont Code § 5100 et seq. Submit any request for bid relief via email to Design Services at the address listed in the table in Section 1-1.11. Add Section 2-1.51: 2-1.51 DISCLOSURE OF SELF-DEALING TRANSACTIONS This provision is only applicable if the contractor is operating as a corporation (a for-profit or non-profit corporation)or if during the term of this agreement, the contractor changes its status to operate as a corporation. Members of the contractor's Board of Directors shall disclose any self-dealing transactions that they are a party to while contractor is providing goods or performing services under this agreement. A self-dealing transaction shall mean a transaction to which the contractor is a party and in which one or more of its directors has a material financial interest. Members of the Board of Directors shall disclose any self- dealing transactions that they are a party to by completing and signing a Self-Dealing Transaction Disclosure Form which is included in Project Details of these special provisions. In the event that the Contractor(to whom the project is awarded) is operating as a corporation or incorporates during the course of the construction contract, and any member of its board of directors is engaged or intends to become engaged in self-dealing transaction(s), each member of its board of directors who is engaged or intends to become engaged in a self-dealing transaction or transactions must complete and submit to the County a completed Self-Dealing Transaction Disclosure Form (in Project Details)for each such transaction prior to engaging therein or immediately thereafter. 3 CONTRACT AWARD AND EXECUTION Replace Section 3 with: 3-1.01 GENERAL Section 3 includes specifications related to contract award and execution. Contract Number 24-27-M 3-1.02 CONSIDERATION OF BIDS 3-1.02A General Bids will be compared on the basis listed in the Notice to Bidders. 3-1.02B Tied Bids The Department breaks a tied bid with a coin toss. 3-1.03 CONTRACTOR REGISTRATION No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5. 3-1.04 CONTRACT AWARD 3-1.04A BID PROTEST PROCEDURES Any bid protest must be submitted in writing and delivered by the Bidder by either of the following means: (1)via e-mail to Des ignServices(a-fresnocountyca.gov; or(2)via certified mail, return receipt requested to the following address: Design Division, Department of Public Works and Planning, 2220 Tulare Street, Sixth Floor, Fresno, CA 93721. The bid protest must be received no later than 5:00 p.m. of the seventh (71h) calendar day following the bid opening for any issues found within the bid itself, or 5:00 p.m. of the third (3rd) calendar day following the deadline for submittal of the specific bid document(s) placed at issue by the protest. Any Bidder filing a protest is encouraged to submit the bid protest via e-mail, because the deadline is based on the Department's receipt of the bid protest. A bid protest accordingly may be rejected as untimely if it is not received by the deadline, regardless of the date on which it was postmarked. The Bidder's compliance with the following additional procedures also is mandatory: a. The initial protest document shall contain a complete statement of the grounds for the protest, including a detailed statement of the factual basis and any supporting legal authority. b. The protest shall identify and address the specific portion of the document(s)forming the basis for the protest. c. The protest shall include the name, address and telephone number of the person representing the protesting party. d. The Department will provide a copy of the initial protest document and any attached documentation to all other Bidders or proposers who appear to have a reasonable prospect of receiving an award depending upon the outcome of the protest. e. The Board of Supervisors will issue a decision on the protest. If the Board of Supervisors determines that a protest is frivolous, the party originating the protest may be determined to be irresponsible and that party may be determined to be ineligible for future contract awards. f. The procedure and time limits set forth herein are mandatory and are the Bidder's sole and exclusive remedy in the event of a bid protest. Failure by the Bidder to comply with these procedures shall constitute a waiver of any right to further pursue the bid protest, including the subsequent filing of a Government Code Claim or legal proceedings. 3-1.04B AWARD PERIOD If the Department awards the contract, the award is made to the lowest responsible bidder within 68 calendar days after bid opening. The Department may extend the specified award period if the bidder agrees. Contract Number 24-27-M You may request to extend the award period by e-mailing a request to DesignServices(cDfresnocountyca.gov before 4:00 p.m. on or before the last day of the award period. If you do not make this request, after the specified award period: 1. Your bid becomes invalid 2. You are not eligible for the award of the contract 3-1.05 CONTRACT BONDS (PUB CONT CODE §§ 10221 AND 10222) The successful bidder must furnish 2 bonds conforming to the requirements in the Agreement of these special provisions. 3-1.06 CONTRACTOR LICENSE For a federal-aid contract, the Contractor must be properly licensed as a contractor from contract award through Contract acceptance (Pub Cont Code § 10164). For a non-federal-aid contract: 1. Contractor must be properly licensed as a contractor from bid opening through Contract acceptance (Bus & Prof Code § 7028.15) 2. Joint venture bidders must obtain a joint venture license before contract award (Bus & Prof Code § 7029.1) 3-1.07 INSURANCE POLICIES The successful bidder must submit copies of its insurance policies conforming to the requirements in the Agreement of these special provisions. 3-1.08—3-1.10 RESERVED 3-1.11 PAYEE DATA RECORD Complete and deliver to the Engineer a Payee Data Record form when requested by the Engineer. 3-1.12 RESERVED 3-1.14-3-1.17 RESERVED 3-1.18 CONTRACT EXECUTION The successful bidder must sign the Agreement. Deliver to Design Services: 1. Signed Agreement 2. Contract bonds 3. Documents identified in Section 3-1.07 4. For a federal-aid contract, Local Agency Bidder-DBE Information form Design Services must receive these documents before the 10th business day after the bidder receives the contract. The bidder's security may be forfeited for failure to execute the contract within the time specified (Pub Cont Code §§ 10181, 10182, and 10183). 3-1.19 BIDDERS' SECURITIES The Department keeps the securities of the 1st, 2nd, and 3rd low bidders until the contract has been executed. The other bidders' securities, other than bidders' bonds, are returned upon determination of the 1st, 2nd, and 3rd low bidders, and their bidders' bonds are of no further effect (Pub Cont Code § 10184). Contract Number 24-27-M 4 SCOPE OF WORK Replace Section 4-1.02 with: 4-1.02 INTENT The Contract intent is to provide for work completion using the best general practices. Nothing in the specifications, special provisions, Standard Specifications, or in any other Contract document voids the Contractor's public safety responsibilities. Replace Section 4-1.07D with: 4-1.07D Reserved Replace the last paragraph of Section 4-1.13 with: Remove warning, regulatory, and guide signs when directed by the Engineer. 5 CONTROL OF WORK Delete the last paragraph of Section 5-1.01 Add the following before the last sentence in Section 5-1.02: Caltrans Standard Plans, County of Fresno Standard Drawings, and any other other-agency Standard Drawings included in the "Project Details" section of the book entitled "Specifications" have the same ranking as Standard Plans." All other drawings in the "Project Details" section of the book entitled "Specifications" have the same ranking as Project Plans. Tables and other documents in the "Project Details" section of the book entitled "Specifications" have the same ranking as Special Provisions. If a portion of a document in the Project Details section conflicts with the Special Provisions, the Special Provisions shall prevail. Replace Section 5-1.09 with: 5-1.09 RESERVED Replace Section 5-1.12 with: 5-1.12 ASSIGNMENT The performance of the Contractor or any Contract part may be assigned only with prior written consent from the Department. To request consent, submit a Contractor Action Request—Assignment of Contract Performance form. The Department does not consent to any requested assignment that would relieve you of your surety of the responsibility to complete the work or any part of the work. No third-party agreement relieves you or your surety of the responsibility to complete the work. Do not sell, transfer, or otherwise dispose of any Contract part without prior written consent from the Department. If you assign the right to receive Contract payments, the Engineer accepts the assignment upon the Engineer's receipt of a Contractor Action Request—Assignment of Contract Monies, Assignee Change of Name/Address form. Assigned payments remain subject to deductions and withholds described in the Contract. The Department may use withheld payments for work completion whether payments are assigned or not. A pending or disapproved request for assignment does not relieve you of the responsibility to commence and pursue work timely and in strict accordance with contract documents. Contract Number 24-27-M Replace Section 5-1.13C with: 5-1.13C RESERVED Replace Section 5-1.13D with: 5-1.13D RESERVED Add the following paragraph to the end of Section 5-1.16: Submit Daily Log records to the Engineer weekly for the entire course of work unless the Engineer requests another interval. Replace Section 5-1.20B(4)with: 5-1.20B(4) Contractor—Property Owner Agreement Before procuring material from or disposing or stockpiling of material on non-highway property: 1. Provide proof that the property where materials are to be stockpiled or equipment parked/stored is appropriately zoned and/or permitted for the use proposed by the Contractor. 2. Obtain written authorization from each and every owner of the property where materials are to be stockpiled or equipment parked/stored. 3. Provide proof that the signor(s)of the authorization are the owners of the property. 4. Provide an executed release from the property owner(s) absolving the Department from any and all responsibility in connection with the stockpiling of materials or parking/storage of equipment on said property. 5. Obtain written permission from the Engineer to stockpile materials or park/store equipment at the location designated in said authorization. Before Contract acceptance, submit a document signed by the owner of the material source or disposal site stating that the Contractor has complied with the Contractor-owner agreement. Failure by the Contractor to provide written authorization shall result in the withholding of all funds due to the Contractor until said authorization is received by the County. Replace Section 5-1.20C with: 5-1.20C Railroad Relations If the Contract includes an agreement with a railroad company, the Department makes the provisions of the agreement available in Project Details in the document titled "Railroad Relations and Insurance Requirements." Comply with the requirements in the document. Replace Section 5-1.23A with: 5-1.23A General Section 5-1.23 includes specifications for action and informational submittals. Any submittal not specified as an informational submittal is an action submittal. Submit action and informational submittals to the Engineer. Unless otherwise specified in these Specifications, submittals shall be provided via email in .pdf format. Each submittal must have a cover sheet that must include: 1. Contract number 2. Project Name 3. Date 4. Submittals (and resubmittals if applicable) must be numbered sequentially 5. Structure number if applicable 6. Contractor 7. Person responsible for submitting the submittal 8. Signature of Contractor's representative sending submittal Contract Number 24-27-M 9. Section number and/or item submittal is referencing 10. Pages of submittal, excluding cover sheet The Department rejects a submittal if it has any error or omission. If the last day for submitting a document falls on a Saturday or holiday, it may be submitted on the next business day with the same effect as if it had been submitted on the day specified. Documents must be submitted in the English language. Convert documents to US customary units. Replace the first paragraph of Section 5-1.23B(2)(b) with: If specified, email electronic shop drawing and calculation sheet submittals to the Engineer. Replace Section 5-1.24 with: 5-1.24 CONSTRUCTION SURVEYS The Engineer places stakes and/or marks as the Engineer determines to be necessary to establish the lines and grades required for the work. Submit your request for Engineer-furnished stakes: 1 Once staking area is ready for stakes 2. On a Request for Construction Stakes form After your submittal, the Engineer starts staking within 2 working days. Preserve stakes and marks placed by the Engineer. If the stakes or marks are destroyed, the Engineer replaces them at the Engineer's earliest convenience and deducts the cost. Replace Section 5-1.27E with: 5-1.27E CHANGE ORDER BILLS Maintain separate records for change order work costs. Replace Section 5-1.32 with: 5-1.32 AREAS FOR USE Occupy the highway only for purposes necessary to perform the work. Defend, indemnify, and hold the Department harmless to the same extent as under Section 7-1.05. The Department does not allow temporary residences within the County right-of-way. Replace Section 5-1.43A with: 5-1.43A General Minimize and mitigate the impacts of work or events for which you will make a potential claim. For each potential claim assign an identification number determined by chronological sequencing and the 1s'date of the potential claim. Use the identification number for each potential claim on the: 1. Initial Potential Claim Record form 2. Supplemental Potential Claim Record form 3. Full and Final Potential Claim Record form Failure to comply with this procedure is: Contract Number 24-27-M 1. Waiver of the potential claim and a waiver of the right to a corresponding claim for the disputed work in the administrative claim procedure 2. Bar to arbitration (Pub Cont Code § 10240.2) Replace the word "State" with "Department" in the 3rd paragraph of Section 5-1.43D. Replace the word "Department's" with "Caltrans" in the 6tn paragraph of Section 5-1.43E(1)(a). Replace the word "Department" with "Caltrans" where it appears in Section 5-1.43E(2)(a). Replace the word "Department" with "Caltrans" where it appears in Section 5-1.43E(3)(a). 6 CONTROL OF MATERIALS Replace Section 6-1.05 with: 6-1.05 SPECIFIC BRAND OR TRADE NAME AND SUBSTITUTION Unless substitution is expressly precluded in the special provisions, a reference to a specific brand or trade name establishes a quality standard and is not intended to limit competition. Unless the Department has made a public interest finding expressly authorizing sole source procurement of a particular item, you may use a product that is equal to or better than the specified brand or trade name if authorized. Submit a substitution request with a time period that: 1. Follows Contract award 2. Allows 30 days for review 3. Causes no delay Include substantiating data with the substitution request that proves that substitution: 1. Causes no delay 2. Is of equal or better quality and suitability If the special provisions disallow substitution of a particular item, provide the specified item and do not propose substitution. Replace Section 6-1.06 with: 6-1.06 RESERVED 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC Add after the last paragraph of Section 7-1.02C: The following information is provided for the Contractor's information, and nothing herein or elsewhere within these special provisions shall be construed as limiting the Contractor's responsibility for complying with all applicable rules and regulations. In conformance with Title 13 § 2449(i), between March 1 and June 1 of each year, new valid Certificates of Reported Compliance for the current compliance year, as defined in Section 2449(n)for the Contractor and all applicable subcontractors must be submitted. Submit new valid Certificates of Reported Compliance to the Engineer at least one week prior to the expiration date of the current certificate. Replace the 2nd Paragraph of Section 7-1.02K(2) with: Contract Number 24-27-M The general prevailing wage rates and any applicable changes to these wage rates are available: 1. From Design Services 2. From the Department of Industrial Relations'Web site Add to the list in the second paragraph of Section 7-1.02K(3)with: 1.10. Fringe Benefits Replace Section 7-1.02K(4)(a) with: 7-1.02K(4)(a) Apprenticeship Requirements for non-Federal Projects A. Pursuant to Sections 1770-1780 of the Labor Code of the State of California, the Director of the Department of Industrial Relations has determined the general prevailing rate of wages in the locality for each craft or type of worker needed to execute the work. Said wage rates pursuant to Section 1773.2 of the Labor Code are on file with the Clerk to the Fresno County Board of Supervisors, and will be made available to any interested person on request. A copy of this wage scale may also be obtained at the following Web Site: www.dir.ca.gov/dlsr. B. Pursuant to Section 1775 of the Labor Code of the State of California, nothing in this Article shall prevent the employment of properly registered apprentices upon public works. Every such apprentice shall be paid the standard wage paid to apprentices under the regulations of the craft or trade at which he/she is employed, and shall be employed only at the work of the craft or trade to which he/she is registered. C. Only apprentices, as defined in Section 3077, who are in training under apprenticeship standards and written apprentice agreements under Chapter 4 (commencing at Section 3070), Division 3, of the Labor Code, are eligible to be employed on public works. The employment and training of each apprentice shall be in accordance with the provisions of the apprenticeship standards and apprentice agreements under which he/she is training. Place the contents of Section 7-1.04 under the heading: 7-1.04 PUBLIC SAFETY 7-1.04A General Replace the 7th paragraph in Section 7-1.04A with: Provide flaggers whenever necessary to ensure that the public is given safe guidance through the work zone. Replace the 11t" paragraph in Section 7-1.04A with: Cover signs that direct traffic to a closed area. Add to the end of Section 7-1.04A: Where 2 or more lanes in the same direction are adjacent to the area where the work is being performed, including shoulders, the adjacent lane must be closed under any of the following conditions: 1. Work is off the traveled way but within 6 feet of the edge of the traveled way, and the approach speed is greater than 45 miles per hour 2. Work is off the traveled way but within 3 feet of the edge of the traveled way, and the approach speed is less than 45 miles per hour Closure of the adjacent traffic lane is not required when performing any of the following: 1. Working behind a barrier 2. Paving, grinding, or grooving 3. Installing, maintaining, or removing traffic control devices except Type K temporary railing Contract Number 24-27-M Do not reduce an open traffic lane width to less than 10 feet. When traffic cones or delineators are used for temporary edge delineation, the side of the base of the cones or delineators nearest to traffic is considered the edge of the traveled way. Add the following to the end of Section 7-1.04: 7-1.04B WORK ZONE SAFETY AND MOBILITY 7-1.04B(1) POLICY In order to ensure safe and efficient flow of traffic through work zones, the County of Fresno, via its General Plan, Transportation and Circulation Element, Policy TRA-1, has adopted the use of AASHTO Standards as supplemented by Caltrans and County Department of Public Works and Planning Standards. 7-1.04B(2)TRAFFIC MANAGEMENT PLAN Perform traffic management shall be in accordance with Section 12, "TEMPORARY TRAFFIC CONTROL,"of these special provisions. 7-1.04B(3)TEMPORARY TRAFFIC CONTROL PLAN Prepare traffic control plan(s) in accordance with Section 12, "TEMPORARY TRAFFIC CONTROL," of these special provisions. 7-1.04B(4)PUBLIC INFORMATION Provide notice to public agencies and others to the extent required, if any, elsewhere in these special provisions. The Engineer provides other noticing not identified to be performed by the Contractor. Replace the word "State" with "County" where it occurs in Section 7-1.05C. Replace the word "State" with "Department" in the 111 paragraph of Section 7-1.06B. Replace the word "State" with "County" in the 51" paragraph of Section 7-1.06C. Replace the word "State" with "the Department" in Section 7-1.06D(1). Replace Section 7-1.061)(2)with: 7-1.06D(2) Liability Limits/Additional Insureds Refer to the Agreement of these special provisions Additional insured coverage must be provided by a policy provision or by an endorsement providing coverage at least as broad as Additional Insured(Form B) endorsement form CG 2010 and CG 2037 (for completed operations), as published by the Insurance Services Office (ISO), or equivalent form as approved by the Department. Replace the word "State" with "County" in Section 7-1.06D(3). Replace the word "State" with "County" in Section 7-1.061)(4). Replace Section 7-1.06E with: 7-1.06E Automobile Liability Insurance Comply with requirements in the Agreement of these special provisions. Contract Number 24-27-M Replace Section 7-1.06G with: 7-1.06G NOT USED Replace Section 7-1.06H with: 7-1.06H Enforcement The Department may assure your compliance with your insurance obligations. 30 days before an insurance policy lapses, expires, or is canceled during the Contract period you must submit to the Department evidence of renewal or replacement of the policy. If you fail to maintain any required insurance coverage, the Department may maintain this coverage and withhold or charge the expense to you or terminate your control of the work. Any failure to comply with the reporting provisions of your policy shall not affect coverage provided to the Department, including its officers, directors, agents (excluding agents who are design professionals), and employees. You are not relieved of your duties and responsibilities to indemnify, defend, and hold harmless the County, its officers, agents, and employees by the Department's acceptance of insurance policies and certificates. Minimum insurance coverage amounts do not relieve you for liability in excess of such coverage, nor do they preclude the County from taking other actions available to it, including the withholding of funds under this Contract. Replace Section 7-1.061 with: 7-1.061 Self-Insurance Comply with the Agreement of these special provisions. Add to the beginning of Section 7-1.0713: This section applies to seal coat projects. Add Section 7-1.07C: 7-1.07C Claims This section applies to non-seal coat projects which involve asphalt concrete paving. Pay for claims for personal property damage caused by your work. Claims are limited to: 1. 10 percent of the total bid Within 30 days of the last working day placement of hot mix asphalt, do the following: 1. Process and resolve all claims reported or submitted to you by the public as follows: 1.1. Within 3 business days of receipt of a claim, submit to the Department a copy of the claim, a written analysis of the claim, and a statement indicating whether or not you will pay the claim. If you reject a claim, provide the reasons for rejection in writing. 1.2. If the claimant becomes dissatisfied with your handling of the claim, immediately refer the claimant to the local district claims office for assistance in resolving the claim. 2. Submit to the Department evidence of your paid claims. All claims presented to the Department, (Govt Code § 900 et seq.) are processed and resolved by the Department as follows: 1. The claims are processed as formal government claims subject to all laws and policies and are resolved as the Department determines including referring the claim to you for handling. 2. If the Department approves settlement of a claim or is ordered to pay pursuant to a court order, the claim is paid from funds withheld from you. Contract Number 24-27-M 3. Within 3 business days of the Department's determination that you are responsible for resolving the claim, the Department sends a copy of the claim to you for resolution or notifies you of the Department's decision to resolve the claim. The Department withholds an amount not to exceed 5 percent of the total bid to resolve all claims. The amount is held no longer than 60 days following the last working day so that the Department has ample time to resolve any pending claims. After 60 days, any remaining amount withheld is returned to you. If no withheld funds remain or have been returned, the Department may pay any claims and seek reimbursement from you through an offset or any other legal means. Any reimbursement or offset to be recovered from you, including all other paid claims, is limited to 10 percent of the total bid. Section 7-1.07C does not limit your obligation to defend and indemnify the Department. 8 PROSECUTION AND PROGRESS Replace Section 8-1.01 with: 8-1.01 GENERAL Section 8 includes specifications related to prosecuting the Contract and work progress. 8-1.01A Work Hours Perform all work on working days during daytime. You may request approval to work on a holiday or on a non-working day. If, pursuant to such request, the Engineer authorizes you to work on a holiday or on a non-working day, you pay the actual cost incurred by the Department to perform all inspection, surveying, testing, and all other project-related work by the Department on such holiday or non-working day. Such payment will be deducted from monies due or which may become due to the Contractor. Plan work so that all construction operations performed each day, including cleanup of the project site, establishment of appropriate traffic control and any other work necessary for the safety of the public shall be completed within the daytime hours. Do not perform work during nighttime unless approved by the Engineer Request approval to work during nighttime in writing and include the appropriate traffic control plan(s)and work plan(s)which clearly identify all provisions for illuminating all portions of the work site, including any flagging operations. If you fail to complete work during the daytime hours, the Engineer may stop all work upon the onset of nighttime and order you to perform any and all work the Engineer deems necessary to ensure the safety of the public during the nighttime hours. You are not entitled to any additional compensation or extension of the contract time as a result of the Engineer stopping the work due to the onset of nighttime. Replace the 1st paragraph of Section 8-1.02B(1)with: No pay item is provided for Level 1 Critical Path Project Schedule. Payment is considered to be included in the various items of work including revisions and time analysis. Add to the end of the list in the 41" paragraph of Section 8-1.02B(3)with: 3. Time Impact Analysis (Refer to Section 8-1.02C(8)(b)for description) Contract Number 24-27-M Replace Section 8-1.02C with: 8-1.02C Reserved except for 8-1.02C(8)(b) Replace Section 8-1.04 with: 8-1.04 START OF JOB SITE ACTIVITIES 8-1.04A General Provide signed contracts, bonds, and evidence of insurance timely as required. This section, 8-1.04, "Start of Job Activities," does not modify remedies available to the Department should you fail to provide signed contracts bonds and insurance timely. Submit a notice 72 hours before starting job site activities. If the project has more than 1 location of work, submit a separate notice for each location. You may start job site activities before receiving notice of Contract approval if you: 1. Deliver the signed Contract, bonds, and evidence of insurance to the Department 2. Submit 72-hour notice 3. Are authorized by the Department to start 4. Perform work at your own risk 5. Perform work under the Contract If the Contract is approved, work already performed that complies with the Contract is authorized. If the Contract is not approved, leave the job site in a neat condition. If a facility has been changed, restore it to its former condition or an equivalent condition. The Department does not pay for the restoration. 8-1.04B Standard Start Be prepared to begin work at the project site no later than the 20th business day after award of the Contract by the Department. The Engineer may issue a notice to proceed as soon as the Contracts, including bonds and insurance certificates, have been approved. Start work on the day shown in the notice to proceed, unless an early start has been approved. The Engineer may issue a notice of commencement of contract time if you fail to provide Contracts, including bonds and insurance certificates or other required documents timely. A notice of commencement of contract time does not authorize you to start work on the project site, but contract time begins to elapse on the date shown in the notice of commencement of contract time. Complete all work within the number of working days specified in the Notice to Bidders. Start work from the date shown in said Notice to Proceed, or in the Notice of Commencement of Contract Time, whichever was issued first. Complete all work, including corrective work and punch list work, prior to the expiration of the allotted working days. Working days continue to accrue until corrective work and punch list work is completed and accepted. Pay to the County of Fresno the sum of FOUR THOUSAND TWO HUNDRED DOLLARS ($4200.00) per day for each and every calendar day's delay in finishing the work, including corrective work and punch list work, in excess of the total number of working days prescribed above. Contract Number 24-27-M Replace the 111 paragraph in Section 8-1.05 with: Contract time starts on the day specified in the notice to proceed or in the notice of commencement of contract time as described in Section 8-1.04 or on the day you start job site activities, whichever occurs first. Replace the 3rd and 4t" paragraph including the table in Section 8-1.10A with: Liquidated damages are specified in Section 8-1.04. Replace the word "State's" with "County's" in Section 8-1.14A. 9 PAYMENT Add Section 9-1.01A: 9-1.01A COMPENSATION The bid items shown in the bid item list represent full compensation for performing all work. Full compensation for any work for which there is no bid item shall be considered to be included in the various items of work. Delete paragraphs 11-14 of Section 9-1.03. Add after the 6th paragraph of Section 9-1.03: Notwithstanding anything to the contrary in these special provisions, full compensation for performing all work as shown, as specified, and as directed by the Engineer is considered to be included in the various bid items, and no additional payment will be made, except pursuant to a contract change order to perform work not shown and/or specified. If one or more bid item(s) is/are not included, perform the work as shown and as specified and payment therefor is considered to be included in the various items of work. Replace the last paragraph of Section 9-1.03 with: Pay your subcontractors within 10 days of receipt of each progress payment under Pub Cont Code §§ 10262 and 10262.5. Replace the word "Department's" with "Caltrans" in the 5th paragraph of Section 9-1.07A. Replace Section 9-1.16F with: 9-1.16F Retentions The Department, once in each month, shall cause an estimate in writing to be made by the Engineer. The estimate shall include the total amount of work done and acceptable materials furnished, provided the acceptable materials are listed as eligible for partial payment as materials in the special provisions and are furnished and delivered by the Contractor on the ground and not used or are furnished and stored for use on the contract, if the storage is within the State of California and the Contractor furnishes evidence satisfactory to the Engineer that the materials are stored subject to or under the control of the Department, to the time of the estimate, and the value thereof. The estimate shall also include any amounts payable for mobilization. Daily extra work reports furnished by the Contractor less than 5 calendar days, not including Saturdays, Sundays and legal holidays, before the preparation of the monthly progress estimate shall not be eligible for payment until the following month's estimate. The amount of any material to be considered in making an estimate will in no case exceed the amount thereof which has been reported by the Contractor to the Engineer on State-furnished forms properly filled out and executed, including accompanying documentation as therein required, less the amount of the material incorporated in the work to the time of the estimate. Only materials to be incorporated in the Contract Number 24-27-M work will be considered. The estimated value of the material established by the Engineer will in no case exceed the contract price for the item of work for which the material is furnished. The Department shall retain 5 percent of the estimated value of the work done and 5 percent of the value of materials so estimated to have been furnished and delivered and unused or furnished and stored as aforesaid as part security for the fulfillment of the contract by the Contractor. The Department will not hold retention for mobilization or demobilization. The Department shall pay monthly to the Contractor, while carrying on the work, the balance not retained, as aforesaid, after deducting therefrom all previous payments and all sums to be kept or retained under the provisions of the contract. No monthly estimate or payment shall be required to be made when, in the judgment of the Engineer, the work is not proceeding in accordance with the provisions of the contract. No monthly estimate or payment shall be construed to be an acceptance of any defective work or improper materials. Attention is directed to the prohibitions and penalties pertaining to unlicensed contractors as provided in Business and Professions Code Sections 7028.15(a) and 7031. Add Section 9-1.23: 9-1.23 RESOLUTION OF CONTRACT CLAIMS Public works contract claims of three hundred seventy-five thousand dollars ($375,000)or less which arise between a Contractor and a local public agency shall be resolved in accordance with the provisions of California Public Contract Code Sections 20104-20104.6, inclusive. In addition, California Public Contract Code Section 9204 requires that the procedure established therein shall apply to all claims (as therein defined)filed by a contractor in connection with a public works project. Accordingly, this contract expressly incorporates all of the terms and conditions of those statutory provisions, which are as follows: California Public Contract Code Section 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. Contract Number 24-27-M (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. (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 Contract Number 24-27-M 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 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. Contract Number 24-27-M (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, 2027, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2027, deletes or extends that date. California Public Contract Code Sections 20104—20104.6 Section 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" means "public works contract" as defined in Section 1101 but 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. (d) This article applies only to contracts entered into on or after January 1, 1991. Section 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 Contract Number 24-27-M 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. Section 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 nonbinding 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 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(Title 4 (commencing with Section 2016.010)of Part 4 of the Code of Civil Procedure)shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration. Contract Number 24-27-M (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)of 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. Section 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. Add Section 9-1.24: 9-1.24 SUPPLEMENTAL WORK(PAYMENT ADJUSTMENTS FOR PRICE INDEX FLUCTUATIONS) This item is provided solely to provide funds necessary for adjustments to the prices of those oil- containing materials expressly specified as eligible for such adjustments in "Payment Adjustments for Price Index Fluctuations," elsewhere in these special provisions. The amount included for this item is an estimate only, and is a predetermined amount included in the bid item list for the project. This item, "Supplemental Work (Payment Adjustments for Price Index Fluctuations" is purely administrative in nature, is not intended to limit such payment adjustments to the number provided in the bid item list, nor is it intended to modify or supplement the provisions in "Payment Adjustments for Price Index Fluctuations," in any manner whatsoever. Any and all such adjustments shall be made in strict conformance with the requirements in said section. The provisions in Section 9-1.06, "Changed Quantity Pay Adjustments" of the Standard Specifications shall not apply to the item "Supplemental Work (Payment Adjustments for Price Index Fluctuations)." Add Section 9-1.25: 9-1.25 SUPPLEMENTAL WORK The Supplemental Work bid item is provided to compensate the Contractor for new and unforeseen work necessary to construct the project as designed and intended. Supplemental Work is not for design changes. Supplemental Work will be classed as extra work in accordance with the provisions of Section 4-1.05, "Changes and Extra Work," of the Standard Specifications. The dollar amount for supplemental work shown in the Proposal is an estimate only, and shall be included in each bidder's proposal. Contract Number 24-27-M Supplemental work shall be performed only upon direct written authorization from the Engineer and daily extra work reports shall be submitted to and approved by the Engineer. The contractor shall maintain separate records for extra work performed in accordance with the provisions of Section 5-1.27," Records," of the Standard Specifications and these special provisions. Payment will be based on the total amount of authorized Supplemental Work actually performed. The provisions in Section 9-1.06, "Changed Quantity Pay Adjustments" of the Standard Specifications shall not apply to the item "Supplemental Work." The Supplemental Work (Road Preparation) is provided to compensate for additional crack filling, pothole filling, and other patching in preparation for placement of the interlayer and not associated with the other provided Bid Items. This work is determined by the Engineer. DIVISION II GENERAL CONSTRUCTION 10 GENERAL Add to the end of Section 10-1.02A: All roadway work must be completed before Washington Unified School District starts on August 12, 2025. Add to the end of Section 10-1.02B: Install loop detectors in the uppermost layer of the new pavement. Add to the end of Section 10-1.02C(2): Protect any irrigation component to be relocated before performing any other construction activity in the area. 12 TEMPORARY TRAFFIC CONTROL Replace Section 12-2 with: 12-2 PROJECT SPECIFIC FUNDING SIGNS 12-2.01 CONSTRUCTION ADVANCED NOTIFICATION SIGNS (ANS) 12-2.01A GENERAL Details for construction ANS are in Project Details. Keep construction ANS clean and in good repair at all times. 12-2.01 B MATERIALS Provide Construction ANS, barricades, and mounting hardware. Barricades must be Type II and comply with Section 12-3.10. Sign panels for construction ANS must be framed, single sheet aluminum panels complying with Section 82-2. The background on construction project funding signs must be Type II retroreflective sheeting on the Authorized Material List for signing and delineation materials. The legend must be retroreflective, except for nonreflective black letters and numerals. The colors blue and orange must comply with PR Color no. 3 and no. 6, respectively, as specified in the Federal Highway Administration's Color Tolerance Chart. Contract Number 24-27-M 12-2.01C CONSTRUCTION Mount construction ANS to barricades. Provide and Install construction ANS at the locations designated by the Engineer 7 days before starting major work activities visible to highway users. Upon completion and acceptance of the work, the signs shall be removed and become the property of the Contractor. 12-2.01 D PAYMENT The costs associated with Construction ANS are considered to be included in the Traffic Control bid item. 12-2.02 CONSTRUCTION PROJECT FUNDING SIGNS 12-2.02A GENERAL Details for construction project funding signs are in Project Details. Do not add information to a construction project funding identification sign unless authorized. Keep construction project funding signs clean and in good repair at all times. 12-2.0213 MATERIALS Provide Construction project funding signs, posts, and mounting hardware. Construction project funding signs must be wood post signs complying with Section 82-3. Sign panels for construction project funding signs must be framed, single sheet aluminum panels complying with Section 82-2. The background on construction project funding signs must be Type II retroreflective sheeting on the Authorized Material List for signing and delineation materials. The legend must be retroreflective, except for nonreflective black letters and numerals. The colors blue and orange must comply with PR Color no. 3 and no. 6, respectively, as specified in the Federal Highway Administration's Color Tolerance Chart. The size of the legend on construction project funding signs must be as described. Do not add any additional information unless authorized. FRESNO COUNTY ROAD FUNDS/S13-1 12-2.02C CONSTRUCTION Provide and install the quantity of construction project funding signs shown on the Bid Item List at the locations designated by the Engineer before starting major work activities visible to highway users. Upon completion and acceptance of the work, the signs shall remain in place and become the property of the County. The Engineer will request that County Road Maintenance remove the signs 3 months after acceptance of the project. 12-2.02D PAYMENT The Department pays you for Construction Funding Signs upon installation of each sign The Department does not adjust the unit price for an increase or decrease in the construction funding sign quantity. Contract Number 24-27-M Replace the 311 paragraph of Section 12-3.01C with: If ordered, furnish and place additional temporary traffic control devices. This work is not change order work if: 1. Required to conform with your traffic control plan 2. Required to conform with the MUTCD 3. Necessary for public safety or convenience as determined by the Engineer 4. Required to perform staged construction shown on the plans Add to the end of Section 12-3.01 D: If there are no bid items for traffic control devices, payment is considered to be included in the bid item for Traffic Control System. Replace the last paragraph of Section 12-3.03C with: Moving plastic traffic drums from location to location if ordered after initial placement is not change order work if: 1. Required to conform with your traffic control plan 2. Required to conform with the MUTCD 3. Necessary for public safety or convenience as determined by the Engineer 4. Required to perform staged construction shown on the plans Replace the last paragraph of Section 12-3.10C with: Moving a barricade from location to location is change order work if ordered after initial placement of the barricade unless. 1. Required to conform with your traffic control plan 2. Required to conform with the MUTCD 3. Necessary for public safety or convenience as determined by the Engineer 4. Required to perform staged construction shown on the plans Replace Section 12-3.11 B(5)(b)with: 12-3.11 B(5)(b) Construction Project Funding Identification Signs Reserved Replace the word "Department's" with the word "Caltrans" in the 15t paragraph of Section 12- 3.20A(4)(a). Replace the last paragraph of Section 12-3.20C(1) with: If the Engineer orders a lateral move of temporary barrier system and repositioning is not shown, the lateral move is change order work unless: 1. Required to conform with your traffic control plan 2. Required to conform with the MUTCD 3. Necessary for public safety or convenience as determined by the Engineer 4. Required to perform staged construction shown on the plans Replace the 2nd paragraph of Section 12-3.20C(2)(c) with: Install K rail as shown in the project plans. Replace the last paragraph of Section 12-3.31 C with: Moving portable flashing beacons from location to location if ordered after initial placement is change order work unless: 1. Required to conform with your traffic control plan 2. Required to conform with the MUTCD Contract Number 24-27-M 3. Necessary for public safety or convenience as determined by the Engineer 4. Required to perform staged construction shown on the plans Add to Section 12-3.32C: Start displaying the message ("ROADWORK START MONTH/DAY/YEAR" "EXPECT DELAYS")on the portable changeable message boards 7 days prior to the start of construction. Start displaying the message on the portable changeable message sign 10 minutes before closing the lane. Place the portable changeable message sign in advance of the 1st warning sign for each: 1. Stationary lane closure 2. Connector closure 3. Shoulder closure 4. Speed reduction zone Replace the 2"d paragraph of Section 12-3.35B(6)with: Provide any software on a CD or other Engineer-authorized data-storage device to the Engineer. Add before the 111 paragraph of Section 12-3.41A(1): Section 12-3.41 is used when shown in the Bid Item List. Replace Section 12-4.02A(3)(a) with: 12-4.02A(3)(a) General The Contractor shall prepare and submit to the County Construction Engineer for approval, a traffic control system plan indicating the means and methods he will employ to institute and maintain traffic control for all phases of the work within the project. The traffic control system plan shall be submitted to the County Construction Engineer as early as possible, preferably five (5) working days prior to pre- construction meeting. The Engineer will require five (5)working days to review the initial submittal of the traffic control system plan and an additional five (5)working days for each successive review. No work at the project site whatsoever, including preparatory work such as the installation of construction project funding signs, shall commence until the traffic control system plan has been approved in writing by the Engineer. In the event that the traffic control system plan is not submitted timely, the Engineer may issue a notice of commencement of contract time prior to approval of the traffic control system plan, and working days will begin to accrue against the allotted contract time. Late submittal of the traffic control plan or revisions thereafter required, due to the inadequacy of the plan, shall not be accepted as justification for the delay in the start of the working days for the project. It shall be the Contractor's responsibility to provide, install, maintain, and remove any and all detour signage and traffic control devices and to obtain all permits, including permits from Caltrans, as may be necessary to establish detours as part of the contractor's traffic control plan. Traffic will not be allowed to be limited to one direction when construction activities are not actively in progress. Providing, installing, maintaining, and removing all traffic control, including portable changeable message signs if required, obtaining and complying with all permits, and providing all traffic control operations shall be the responsibility of the contractor, and no additional compensation will be allowed therefor. Contract Number 24-27-M Replace Section 12-4.02A(3)(b)with: 12-4.02A(3)(b) Closure Schedules One-way traffic shall be controlled through the project in accordance with the California Manual MUTCD and Caltrans Standard Plans T-11 and T-13 entitled "Traffic Control System for Lane Closure on Multilane Conventional Highways" and "Traffic Control System for Lane Closure on Two Lane Conventional Highways," and these special provisions. Night closure will not be permitted. When traffic is under one way control on unpaved areas, the cones shown along the centerline on the plan need not be placed. Every Monday by noon, submit a closure schedule request for planned closures for the next week. The next week is defined as Sunday at noon through the following Sunday at noon. Submit a closure schedule request 5 days before the anticipated start of any job site activity that reduces: 1. Horizontal clearances of traveled ways, including shoulders, to 2 lanes or fewer due to activities such as temporary barrier placement and paving 2. Vertical clearances of traveled ways, including shoulders, due to activities such as pavement overlays, overhead sign installation, or falsework girder erection Submit closure schedule changes, including additional closures, by noon at least 3 business days before a planned closure. Cancel closure requests at least 48 hours before the start time of the closure. The Department notifies you of unauthorized closures or closures that require coordination with other parties as a condition for authorization. Replace Section 12-4.02A(3)(d)with: 12-4.02A(3)(d) Traffic Break Schedule Not Used. Replace Section 12-4.02C(1)with: 12-4.02C(1) General Work that interferes with traffic is limited to the hours when closures are allowed. Do not reduce an open traffic lane width to less than 10 feet. If traffic cones or delineators are used for temporary edge delineation, the side of the base of the cones or delineators nearest to traffic is considered the edge of the traveled way. Discuss the contingency plan for any activity that could affect the closure schedule with the Engineer at least 5 business days before starting the activity requiring the plan. The Engineer may reschedule a closure that was canceled due to unsuitable weather. Traffic will be controlled by flagmen by eyesight, radio (walkie talkie) or baton. In the event these methods do not work satisfactorily, as determined by the Engineer, a pilot car will be required. The Engineer may require a pilot car to be used during earthwork operations in preparation of the grading plane or other operations when the Contractor's operations cover an area beyond the line of sight, or beyond the range of radios or when the baton method does not function satisfactorily. You may use automated flagger assistance devices to enhance the traffic control system for a lane closure on a two-lane convention highway, except if a bid item for automated flagger assistance devices is shown in the Bid Item List, the use of AFADs is required. Do not use automated flagger assistance devices: Contract Number 24-27-M 1. On multi-lane highways 2. As a substitute or a replacement for a temporary traffic control signal 3. If the devices impair access for pedestrians and bicycles, unless alternate access is provided 4. If the usable shoulder area is not wide enough to place a trailer mounted device 5. If the distance between the devices is more than 800 feet, except when each device is controlled by a separate operator and radio communication is available between the AFAD operators You may use a pilot car to control traffic. If a pilot car is used for traffic control, the cones along the centerline need not be placed. The pilot car must have radio contact with personnel in the work area. Operate the pilot car through the traffic control zone at a speed not greater than 25 miles per hour. Replace Section 12-4.02C(2)with: 12-4.02C(2) Not Used Replace Section 12-4.02C(3)with: 12-4.02C(3) Closure Requirements and Charts 12-4.02C(3)(a) General Where 2 or more lanes in the same direction, including the shoulders, are adjacent to the area where the work is being performed, close the adjacent lane under any of the following conditions: 1. Work is off the traveled way but within 6 feet of the edge of the traveled way, and the approach speed is greater than 45 mph 2. Work is off the traveled way but within 3 feet of the edge of the traveled way, and the approach speed is less than 45 mph Closure of the adjacent traffic lane is not required during any of the following activities: 1. Work behind a barrier 2. Paving, grinding, or grooving 3. Installation, maintenance, or removal of traffic control devices except for temporary railing 12-4.02C(3)(b) - 12-4.02C(3)(n) Reserved 12-4.02C(3)(o) Closure of Conventional County Roads The type and location of signs, lights, flags, flagmen, and other traffic control and safety devices shall be in accordance with the current edition of the California Manual on Uniform Traffic Control Devices (MUTCD) issued by the State of California, Department of Transportation (Caltrans). Allow public traffic to pass through construction at all times unless otherwise specified herein. Provide access to properties abutting the project site at all times. When directed by the Engineer, traffic shall be routed through the work under one-way control. Under one-way reversing traffic control operations, public traffic may be stopped in one direction for periods not to exceed 10 minutes. Lane closure is defined as the closure of a traffic lane or lanes within a single traffic control system. Provide a minimum of one paved traffic lane, not less than 11 feet wide, to be open for use by public traffic at all times. The full width of the traveled way shall be open for use by public traffic when construction operations are not actively in progress. Keep driveways and access roads accessible at all times. Maintain vehicular access to the channel bank access roads at all times. Contract Number 24-27-M Asphaltic emulsion, asphalt concrete and asphalt rejuvenating agent shall not be applied to more than one- half of the width to be capped at a time, the remaining half-width to be kept free of obstructions and open for use by public traffic until the asphalt concrete cap, first applied, is ready for use by traffic. Personal vehicles of the Contractor's employees shall not be parked on the traveled way or shoulders including sections closed to public traffic. When work vehicles or equipment are parked on the shoulder within 6 feet of a traffic lane, the shoulder area shall be closed as shown on standard plan T-11. The Contractor's equipment and materials shall not remain in a lane except when such lane is closed to traffic and the lane is being used for contract operations. 12-4.02C(3)(p)-12-4.02C(3)(s) Reserved Replace Section 12-4.02C(7)(d)with: 12-4.02C(7)(d) Reserved Replace the word "Department's" with "Caltrans" in Section 12-4.02C(9)(a)(iv). Replace Section 12-4.02C(9)(d)with: 12-4.02C(9)(d) Payment You pay the cost of furnishing all flaggers, including transporting flaggers and furnishing stands and towers for flaggers to provide for the passage of traffic through the work as specified in Sections 7-1.03 and 7-1.04. Add before the 111 paragraph of Section 12-4.02C(10): Section 12-4.02C(10) is used when Pickup Truck Mounted Changeable Message Sign is shown in the Bid Item List. Replace item 3.6.1 in the list in Section 12-4.02C(11)(a)(iii)(B)with: Not Used Replace item 5 in the list in Section 12-4.02C(11)(a)(iv)(C)with: Not Used Replace Section 12-4.02C(11)(d)with: 12-4.02C(11)(d) Payment Full payment for conforming to the requirements of this section shall be considered to be included in the Traffic Control Plan item on the Bid Items List. Replace Section 12-4.02C(14) with: 12-4.02C(14) Failure to Provide Traffic Control. If you do not provide the traffic control and it becomes necessary for the Engineer to notify you of your duties according to the Standard Specifications and these special provisions, you will pay$200 per 15- minute period or portion thereof to the County for all the time required to acquire the traffic control, including pilot car. Such payment shall commence at the time notice of the improper traffic control condition is given to you or your authorized representative by the Engineer and shall terminate when the condition is corrected. Such payment will be deducted from your payment. In addition, when it is necessary for the Engineer to perform the work, you will pay the actual cost for the performance thereof. Such amount will be deducted from your payment. This will be in addition to any penalties imposed in these special provisions. Contract Number 24-27-M The provisions in this section will not relieve you from your responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7-1.04, "Public Safety," of the Standard Specifications. Replace Section 12-4.02D with: 12-4.02D Payment The Department pays for change order work for a traffic control system by force account for increased traffic control and uses a force account analysis for decreased traffic control. Traffic control system for lane closure is paid for as traffic control system. Flagging costs are paid for as specified in Section 12-1.04. The requirements in Section 4-1.05 for payment adjustment do not apply to traffic control system. Adjustments in compensation for traffic control system will be made for an increase or decrease in traffic control work if ordered. A traffic control system required by change order work is paid for as a part of the change order work. Full compensation for furnishing and operating the pilot car, (including driver, radios, and any other equipment and labor required) shall be considered as included in the contract lump sum price paid for traffic control system and no further payment will be made. 13 WATER POLLUTION CONTROL Replace the word "Department" with "Caltrans" where it occurs in Section 13-1.01A. Replace the 1st paragraph of Section 13-1.01D(2)with: 13-1.01 D(2) Regulatory Requirements Comply with the discharge requirements in the NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities; Order No. 2009-000 9-DWQ, CAS000002 (Construction General Permit)and any amendments thereto issued by the SWRCB. The Construction General Permit may be found at: http://www.waterboards.ca.gov/water issues/prog ra ms/stormwater/constperm its.s html Add to the end of Section 13-1.01 D(2): This Project disturbs 0.96 acres of soil. Replace Section 13-1.01 D(4)(b)with: 13-1.01 D(4)(b) Qualifications The WPC manager must: 1. Comply with the requirements provided in the Construction General Permit for: 1.1. QSP if the project requires a WPCP 1.2. QSD if the project requires a SWPPP 2. Complete the stormwater management training described at the Stormwater and Water Pollution Control Information link at the Caltrans Division of Construction website Replace Section 13-2.04: 13-2.04 PAYMENT Contract Number 24-27-M The Department pays for prepare water pollution control program as follows: 1. Total of 50 percent of the item total upon authorization of the WPCP 2. Total of 90 percent of the item total upon work completion 3. Total of 100 percent of the item total upon Contract acceptance Add to Section 13-3.01A: This project's risk level is low. Replace the 1' paragraph of Section 13-3.01C(2)(b)(iv)with: If a sampling and analysis plan is required, submit a sampling and analysis plan that complies with the Caltrans Construction Site Monitoring Program Guidance Manual. Add Section 13-3.01 C(5): 13-3.01C(5) Annual Certification Submit an annual certification of compliance as described in the Caltrans Stormwater Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual before July 15th of each year. Replace Section 13-3.04: 13-3.04 PAYMENT For a project with 60 original working days or less, the Department pays for prepare stormwater pollution prevention plan as follows: 1. Total of 75 percent of the item total upon authorization of the SWPPP, and the completed N.O.I has been posted in the SMARTS public access database for the project. 2. Total of 100 percent of the item total upon Contract acceptance, and the completed N.O.I has been posted in the SMARTS public access database for the project. For a project with more than 60 original working days, the Department pays for prepare stormwater pollution prevention plan as follows: 1. Total of 50 percent of the item total upon authorization of the SWPPP, and the completed N.O.I has been listed in the SMARTS public access database for the project. 2. Total of 90 percent of the item total upon work completion 3. Total of 100 percent of the item total upon Contract acceptance, and N.O.T has been closed in the SMARTS public access database for the project. The Department does not pay for the preparation, collection, laboratory analysis, and reporting of stormwater samples for nonvisible pollutants if WPC practices are not implemented before precipitation or if you fail to correct a WPC practice before precipitation. The Department pays: 1. $500 for each authorized rain event action plan 2. $2,000 for each authorized stormwater annual report upon acceptance by RWQCB The Department does not adjust the unit price for an increase or decrease in the quantity of: 1. Rain event action plan 2. Storm water sampling and analysis day 3. Storm water annual report Contract Number 24-27-M Replace Section 13-4.03G with: 13-4.03G Dewatering Dewatering consists of discharging accumulated stormwater, groundwater, or surface water from excavations or temporary containment facilities. If dewatering is required, perform dewatering work as specified for the work items involved, such as a temporary ATS or dewatering and discharge. If dewatering and discharging activities are not specified for a work item and you perform dewatering activities: 1. Conduct dewatering activities under the Caltrans Field Guide for Construction Site Dewatering. 2. Ensure any dewatering discharge does not cause erosion, scour, or sedimentary deposits that could impact natural bedding materials. 3. Discharge the water within the project limits. Dispose of the water if it cannot be discharged within project limits due to site constraints or contamination. 4. Do not discharge stormwater or non-stormwater that has an odor, discoloration other than sediment, an oily sheen, or foam on the surface. Immediately notify the Engineer upon discovering any such condition. Replace the 2"d paragraph of Section 13-5.04 with: If there is no bid item for temporary soil stabilization measures, payment therefor is considered to be included in the bid item for prepare and implement water pollution control program or in the bid item for prepare and implement stormwater pollution prevention plan, as applicable. Replace Section 13-6.04 with: 13-6.04 PAYMENT The payment quantity for temporary sediment control bid items paid for by the length is the length measured along the centerline of the installed material. The payment quantity, if any, for temporary fiber roll does not include the additional quantity used for overlaps. The Department does not pay for the relocation of temporary drainage inlet protection during work progress. If there are no bid items for installing or maintaining temporary sediment control measures, payment therefor is considered to be included in the bid item for prepare and implement water pollution control program or in the bid item for prepare and implement stormwater pollution prevention plan, as applicable. Replace Section 13-7.03D with: 13-7.031) Payment The Department does not pay for the relocation of temporary construction entrances or roadways during work progress. If there are no bid items for installing or maintaining temporary construction entrances or roadways, payment therefor is considered to be included in the bid item for prepare and implement water pollution control program or in the bid item for prepare and implement stormwater pollution prevention plan, as applicable. Replace the 1st paragraph and the 1st line of the 2nd paragraph of Section 13-8.01C(2)with: Within 20 days of Contract approval, submit 3 copies of the ATS plan if an ATS plan is required for the project. The plan, if required, must include: Replace the word "Department's" with "Caltrans" in items 3 and 4 of the list in Section 13- 8.01 C(2). Contract Number 24-27-M 14 ENVIRONMENTAL STEWARDSHIP Add after the 3rd paragraph of Section 14-10.01: Food scraps, paper wrappers, food containers, cans, bottles and all food related trash and litter must be removed from the project site at the end of each working day. Replace the 8th paragraph of Section 14-10.01 with: Furnish and use closed-lid trash containers in the job-site yard, field trailers, and locations where workers gather for lunch and breaks. Add after the 2"d paragraph of Section 14-11.12A: This project includes removal of yellow thermoplastic and/or yellow painted traffic stripe and/or pavement marking that will produce hazardous waste residue. Add after the 111 paragraph of Section 14-11.12E: After the Engineer accepts the analytical test results, dispose of yellow thermoplastic and yellow paint hazardous waste residue at a Class 1 disposal facility located in California 30 days after accumulating 220 lb. of residue. If less than 220 lb. of hazardous waste residue and dust is generated in total, dispose of it within 30 days after the start of accumulation of the residue. Replace Section 14-11.14A with: Section 14-11.14 is applicable to all projects. Wood removed from guardrail, signs, or structures is considered treated wood waste. Section 14-11.14 includes specifications for handling, storing, transporting, and disposing of treated wood waste. Manage treated wood waste under 22 CA Code of Regs Div 4.5 Ch 34. If there is no bid item for Treated Wood Waste, payment for training, handling, storing, transporting, and disposing of treated wood waste therefor is considered to be included in the bid item for the removal of other items. Replace Section 14-12.04 with: 14-12.04 RELATIONS WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) You are responsible for compliance with all applicable SJVAPCD regulations and requirements. This section is provided for your information, and nothing herein or elsewhere within these special provisions shall be construed as limiting your responsibility for complying with all applicable rules and regulations. DIVISION III EARTHWORK AND LANDSCAPE 17 GENERAL Replace the 4th paragraph in Section 17-2.03A with: Contract Number 24-27-M Clear and grub vegetation only within the excavation and embankment slope lines. Replace the 111 sentence in the 2nd paragraph in Section 17-2.03B with: Cut tree branches that extend over the roadway and hang within 20 feet of finished grade and as directed by the engineer. Add to end of Section 17-2.03C: Any trees with a trunk diameter greater than or equal to 4" will constitute as a "tree removal" and will have separate bid item. Any tree or shrub less than 4" shall be considered in the bid item for"clearing and grubbing". 19 EARTHWORK Replace the first paragraph of Section 19-5.03113 with: Compact earthwork to a relative compaction of at least 95 percent for at least a depth of: 1. 0.5 foot below the grading plane for the width between the outer edges of shoulders on excavation and embankments smaller than 2.5 feet above original grade. 2. 2.5 feet below the finished grade for the width of the traveled way plus 3 feet on either side (6 feet wider) on embankments. Replace Section 19-9.02 with: Materials for shoulder backing shall be only the materials produced from the cold plane operation of this project. The excess materials from the cold plane operation shall be stored at the location(s) specified by the Engineer. The excess materials will be hauled to the County yard by the County. 20 LANDSCAPE Replace Section 20-1.0213 with: 20-1.02B Water Make arrangements for supplying water. Water must be of a quality that promotes plant growth. 22 FINISHING ROADWAY DIVISION IV SUBBASE AND BASE 24 STABILIZED SOILS Replace the word "Department's" with "Caltrans" in the 1st paragraph of Section 24-1.01C(1). Delete the 4th paragraph of Section 24-1.01C(1). 27 CEMENT TREATED BASES Replace the table in Section 27-1.01 D(3) with: Quality characteristic Test method Aggr ate gradation California Test 202 modified Sand equivalent California Test 217 R-valuea California Test 301 Contract Number 24-27-M Optimum moisture content California Test 312 Moisture content California Test 226 Relative compaction California Test 312 or 231 Compressive strengthb California Test 312 28 CONCRETE BASES Add to the beginning of Section 28-1.01D(1): Testing laboratories and testing equipment must comply with the Caltrans Independent Assurance Program. Sample the base under California Test 125. 30 RECLAIMED PAVEMENT Replace the word "Department's" with "Caltrans" in the 2nd paragraph of Section 30-1.0111)(4)(b). Add to the end of Section 30-4.02A: Unconfined compressive strength testing and test results will be handled during preconstruction meeting. DIVISION V SURFACINGS AND PAVEMENTS 36 GENERAL Replace Section 36-3 with: 36-3 PAVEMENT SMOOTHNESS 36-3.01 GENERAL 36-3.01A Summary Section 36-3 includes specifications for measuring the smoothness of pavement surfaces. 36-3.01B Definitions Reserved 36-3.01C Submittals 36-3.01 C(1) General Reserved 36-3.01 C(2) Reserved 36-3.01 C(3) Reserved 36-3.01C(4) Straightedge Measurements Within 2 business days of measuring smoothness with a straightedge, submit a list of the areas requiring smoothness correction. Identify the areas by: 1. Location number 2. District-County-Route 3. Beginning station or post mile to the nearest 0.01 mile 4. For correction areas within a traffic lane: Contract Number 24-27-M 4.1. Lane direction, NB, SB, EB, or WB 4.2. Lane number from left to right in the direction of travel 4.3. Wheel path, L for left, R for right, or B for both 5. For correction areas not within a traffic lane: 5.1. Identify the pavement area, such as shoulder, weigh station, or turnout 5.2. Direction and distance from the centerline, L for left or R for right 6. Estimated size of correction area 36-3.01 D Quality Assurance 36-3.01D(1) General Reserved 36-3.01 D(2) Reserved 36-3.01 D(3) Quality Control 36-3.01 D(3)(a) General Reserved 36-3.01 D(3)(b) Smoothness 36-3.01 D(3)(b)(i) General Test pavement smoothness using a 12-foot straightedge for the pavement at: 1. Traffic lanes less than 1,000 feet in length, including ramps, turn lanes, and acceleration and deceleration lanes 2. Areas within 15 feet of manholes 3. Shoulders 4. Weigh-in-motion areas 5. Miscellaneous areas such as medians, gore areas, turnouts, and maintenance pullouts 6. Any other areas selected by the Engineer 36-3.01 D(3)(b)(ii) Reserved 36-3.01 D(3)(b)(iii) Reserved 36-3.01 D(4) Department Acceptance The Department accepts pavement surfaces for smoothness based on compliance with the smoothness specifications for the type of pavement surface specified. For areas that require pavement smoothness determined using a 12-foot straightedge, the pavement surface must not vary from the lower edge of the straightedge by more than: 1. 0.01 foot when the straightedge is laid parallel with the centerline 2. 0.02 foot when the straightedge is laid perpendicular to the centerline and extends from edge to edge of a traffic lane 3. 0.02 foot when the straightedge is laid within 24 feet of a pavement conform 36-3.02 MATERIALS Not Used 36-3.03 CONSTRUCTION Perform pavement smoothness testing in areas selected by the Engineer in the presence of the Engineer. 36-3.04 PAYMENT Not Used Contract Number 24-27-M Replace Section 36-4 with: 36-4 RESIDUE CONTAINING LEAD FROM PAINT AND THERMOPLASTIC 36-4.01 GENERAL Section 36-4 includes specifications for performing work involving residue from grinding and cold planing that contains lead from paint and thermoplastic. 36-4.02 MATERIALS Not Used 36-4.03 CONSTRUCTION The residue from grinding or cold planing contains lead from paint and thermoplastic. The average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble lead. This residue: 1. Is a nonhazardous waste 2. Does not contain heavy metals in concentrations that exceed thresholds established by the Health and Safety Code and 22 CA Code of Regs 3. Is not regulated by the Federal Resource Conservation and Recovery Act, 42 USC § 6901 et seq. Management of this material exposes workers to health hazards that must be addressed in your lead compliance plan. 36-4.04 PAYMENT Not Used 37 SEAL COATS Replace the word "Department's" with "Caltrans" where it appears in the 1st paragraph of Section 37-1.01 D(1). Replace Item 1 in the list of Section 37-2.01A(3)with: 1. Samples for: 1.1. Asphaltic emulsion chip seal, six 1-quart wide mouth plastic containers with screw top lid of asphaltic emulsion 1.2. Polymer modified asphaltic emulsion chip seal, six 1-quart wide mouth plastic containers with screw top lid of polymer modified asphaltic emulsion 1.3. Asphalt rubber binder chip seal, two 1-quart cans of base asphalt binder 1.4. Asphalt rubber binder chip seal, five 1-quart cans of asphalt rubber binder Replace Section 37-2.01A(4)(b)(ii)with: 37-2.01A(4)(b)(ii) Aggregate All tests must be performed on uncoated aggregate except for film stripping which must be performed on precoated aggregate. For aggregate, the authorized laboratory must perform sampling and testing at the specified frequency and location for the following quality characteristics: Contract Number 24-27-M Aggregate Quality Control Requirements Minimum Quality characteristic Test method sampling Location of and testing sampling frequency Los Angeles Rattler loss (max, %) California Test 1st day of See California At 100 revolutions 211 production Test 125 At 500 revolutions Percent of crushed particles Coarse aggregate (min, %) One-fractured face Two-fractured faces AASHTO T 335 1st day of See California Fine aggregate (min, %) production Test 125 (Passing No. 4 sieve and retained on No. 8 sieve) One fractured face Flat and elongated particles (max by weight at ASTM D4791 1st day of See California 3:1, %) production Test 125 Film stripping (max, %) California Test 1st day of See California 302 production Test 125 Durability (min) California Test 1st day of See California 229 production Test 125 Gradation (% passing) California Test 2 per day See California 202 Test 125 Cleanness value (min) California Test 2 per day See California 227 Test 125 Replace the 911 paragraph of Section 37-2.01A(4)(c)with: If test results for the aggregate gradation do not comply with specifications, you may remove the chip seal represented by these tests or request that it remain in place with a payment deduction. The deduction is $1.75 per ton for the aggregate represented by the test results. Replace the 3rd paragraph of Section 37-2.01 B(3)(a)with: The authorized laboratory must conduct the Vialit test using the proposed asphaltic emulsion or asphalt binder and aggregate for compliance with the requirements shown in the following table: Add to the end of Section 37-2.01C(3): Vegetation removal within the pavement and heavy soil removal is change order work. Replace the 1st paragraph of Section 37-2.01C(4)(d)(iii)with: Sweeping must be performed after the chip seal has set and there is no damage or dislodging of aggregate from the chip seal surface. In addition to previous sweeping, perform final sweeping immediately before opening any lane to public traffic, not controlled with pilot cars. Replace the word "Department" with "Caltrans" in the 1st paragraph of Section 37-2.0113(3)(b). Replace the 2"d paragraph of Section 37-2.03B(2) with: A polymer modified asphaltic emulsion must be either Grade PMCRS-2 or PMCRS-2h. Add to the end of Section 37-2.03B(3): Aggregate for a polymer modified asphaltic emulsion chip seal must comply with the 3/8" gradation. Contract Number 24-27-M Replace item 1 in the list in the 1st paragraph of Section 37-3.01A(3)with: 1. Samples for: 1.1.Asphaltic emulsion slurry seal, six 1-quart samples of asphaltic emulsion 1.2.Polymer modified asphaltic emulsion slurry seal, six 1-quart samples of polymer modified asphaltic emulsion 1.3.Micro-surfacing, two 1-quart samples of micro-surfacing emulsion Add to Section 37-3.01 B(2): Aggregate for slurry seal must be Type II. Add to the end of Section 37-3.01C(4): Vegetation removal within the pavement and heavy soil removal is change order work. Replace Section 37-3.02A(3)with: 37-3.02A(3) Submittals Immediately after sampling, submit six 1-quart wide mouth plastic containers of asphaltic emulsion or polymer modified asphaltic emulsion taken in the presence of the Engineer. Samples must be submitted in insulated shipping containers. Replace Section 37-3.02A(4)(b)(i)with: 37-3.02A(4)(b)(i) General Take samples of asphaltic emulsion and polymer modified asphaltic emulsion from the tank truck at mid load or from a sampling tap or thief. Before taking samples, draw and dispose of 1 gallon. In the presence of the Engineer take two 1-quart samples in wide mouth plastic containers with lined, sealed lids for acceptance testing. Replace Section 37-3.02B(2)with: 37-3.02B(2) Asphaltic Emulsions Reserved Replace item 1 in the list in Section 37-4.01A(3)with: 1. Four 1-quart samples of asphaltic emulsion that is uncut from the plant. Add to Section 37-4.02A(1): Use either CQS-1 H or CSS-1 H asphaltic emulsion for flush coat. Replace Section 37-4.02A(3)with: 37-4.02A(3) Submittals Immediately after sampling, submit four 1-quart plastic container of asphaltic emulsion taken in the presence of the Engineer. Samples must be submitted in insulated shipping container. Replace 1st paragraph of Section 37-4.02A(4)(b)(ii) with: Take two 1-quart samples from the plant that are uncut for Department acceptance testing. Replace Section 37-4.03C(1)with: Do not track asphaltic emulsion on existing pavement surfaces. Apply sand immediately after applying asphaltic emulsions. The sand moisture content is not more than the sand SSD (Saturated Surface Dry) plus one percent. No tires are allowed on asphaltic emulsions (fog seal coat) before sand aggregate has been placed. Contract Number 24-27-M Spread sand aggregate with the chipping machine (self-propelled aggregate spreaders) as described in Section 37-2.01 C(2)that spreads sand at a uniform rate over the full width of a traffic lane in a single application. Spread sand at a rate from 2 to 6 Ib/sq yd. You determine the application rates for sand and the Engineer authorizes the application rate. Replace the last paragraph of Section 37-5.01 C with: 37-5.01C Submittals Immediately after sampling, submit two 1-quart plastic containers of parking area seal taken in the presence of the Engineer. Samples must be submitted in insulated shipping containers. Add to Section 37-6.02B: Crack treatment material must be Type 2 for INLAND VALLEY and Type 5 for LOW and HIGH MOUNTAIN pavement regions. Crack treatment must be hot-applied. Delete the V paragraph of Section 37-6.03 Add to Section 37-6.03: Fill the crack overband not more than 3 inches wide. 39 ASPHALT CONCRETE Replace the list in the second paragraph of Section 39-2.01A(1) with: 1. Type A HMA 2. Minor HMA Add to the end of the list in Section 39-2.01A(2): 8. Driveways and driveway approaches Replace the 1st sentence of Section 39-2.01A(3)(b)(i)with: Except for the HMA to be used in miscellaneous areas, dikes, and berms, submit your proposed JMF for each type of HMA to be used. Replace the 2"d paragraph of Section 39-2.01A(3)(b)(1) with: The Contractor Hot Mix Asphalt Design Data form must show documentation on aggregate quality. Replace the 3rd paragraph of Section 39-2.01A(3)(b)(i) with: If you cannot submit a Department-verified or Caltrans-verified JMF on a Caltrans Hot Mix Asphalt Verification form dated within 24 months before HMA production, the Engineer verifies the JMF. Replace the 1st paragraph of Section 39-2.01A(3)(c) with: With your proposed JMF submittal, submit a QC plan for HMA. Add after the 4th paragraph of Section 39-2.01A(3)(c): The QC Plan must include action and suspension limits and details of corrective action to be taken if any process is outside of those limits. Suspension limits must not exceed specified acceptance criteria. The QC plan must describe how test results will be submitted including times for sampling and testing for each quality characteristic. Contract Number 24-27-M Replace Section 39-2.01A(3)(d)with: 39-2.01A(3)(d) Test Results If ordered, submit QC results within 3 business days of a request. For mix design, JMF verification, production start-up, and each 10,000 tons, submit AASHTO T 283 and AASHTO T 324 (Modified)test results to the Engineer. Submit all QC test results, except AASHTO T 283 and AASHTO T 324 (Modified), within 3 business days of a request. Submit AASHTO T 283 QC tests within 15 days of sampling. For tests performed under AASHTO T 324 (Modified), submit test data and 1 tested sample set within 5 business days of sampling. If coarse and fine durability index tests are required, submit test results within 2 business days of sampling. If a tapered notched wedge is used, submit compaction test result values within 24 hours of testing. Replace the 1st sentence of the 2"d paragraph of Section 39-2.01A(3)(f) with: For each delivery of liquid antistrip to the HMA production plant, submit a 1 pt sample to the Engineer. Replace the 111 sentence of the 3rd paragraph of Section 39-2.01A(3)(f) with: At the end of each day's production shift, submit production data in electronic media. Replace the 111 sentence in the last paragraph of Section 39-2.01A(3)(g)with: Each day during lime treatment, submit the treatment data log on electronic media in tab delimited format. Replace the 1st sentence in the last paragraph of Section 39-2.01A(3)(h)with: At the end of each day's production shift, submit electronic media from the HMA plant process controller. Replace Section 39-2.01A(4)(a)with: 39-2.01A(4)(a) General Take samples under California Test 125. Reduce samples of HMA to testing size under AASHTO R47. AASHTO T 324 (Modified) is AASHTO T 324 with the following parameters: 1. Target air voids must equal 7.0 ± 1.0 percent 2. Specimen height must be 60 ± 1 mm 3. Number of test specimens must be 4 to run 2 tests 4. Do not average the 2 test results 5. Test specimen must be a 150 mm gyratory compacted specimen 6. Test temperature must be set at: 6.1. 113 ± 2 degrees F for PG 58 6.2. 122 ± 2 degrees F for PG 64 6.3. 131 ± 2 degrees F for PG 70 and above 7. Measurements for impression must be taken at every 100 passes along the total length of the sample 8. Inflection point is the number of wheel passes at the intersection of the creep slope and the stripping slope at maximum rut depth 9. Testing shut off must be set at 25,000 passes 10. Submersion time for samples must not exceed 4 hours If a WMA technology is used, a technical representative for the WMA technology must attend the preconstruction meeting. Replace item 2 in the list in the 2"d paragraph of Section 39-2.01A(4)(b)with: Contract Number 24-27-M 2. Asphalt binder. Take at least four 1 qt samples. Each sample must be in a cylindrical-shaped can with an open top and friction lid. If the asphalt binder is modified or rubberized, the asphalt binder must be sampled with the components blended in the proportions to be used. Add the following item to the list in the 5th paragraph of Section 39-2.01A(4)(b): 4. Voids in mineral aggregate on laboratory-produced HMA Replace the word "Caltrans" with "Department" in the 10th paragraph of Section 39-2.01A(4)(b). Replace item 2 in the list in the 11t paragraph of Section 39-2.01A(4)(d) with: 2. Asphalt binder. Take at least four 1 qt samples. Each sample must be in a cylindrical-shaped can with an open top and friction lid. If the asphalt binder is modified or rubberized, the asphalt binder must be sampled with the components blended in the proportions to be used. Replace the word "Department's" with "Caltrans" in Section 39-2.01A(4)(f)(i). Replace the word "Department's" with "Caltrans" in Section 39-2.01A(4)(f)(ii). Add the following to the end of Section 39-2.01A(4)(h)(i): You are not entitled to compensation for the suspension of work resulting from noncompliance with quality control requirements, including those identified in the QC Plan. Replace the 2"d paragraph of Section 39-2.01A(4)(h)(v)with: Within the first 750 tons produced on the 1 st day of HMA production, in the Engineer's presence, and from the same production run, take samples of: 1. Aggregates. Coarse, fine, and supplemental fine aggregates must be taken from the combined cold- feed belt or the hot bins. If lime treatment is required, samples must be taken from individual stockpiles before lime treatment. Samples must be at least 120 lb. for each coarse aggregate, 80 lb. for each fine aggregate, and 10 lb. for each type of supplemental fines. For hot-bin samples, the Department combines these aggregate samples to verify the TV submitted on a Contractor Job Mix Formula Proposal form. 2. Asphalt binder. Take at least two 1 qt samples. Each sample must be in a cylindrical-shaped can with an open top and friction lid. If the asphalt binder is modified or rubberized, the asphalt binder must be sampled with the components blended in the proportions to be used. 3. RAP. Samples must be at least 50 lb. from each fractionated stockpile. 4. Plant-produced HMA. The HMA samples must be at least 250 lb. Delete the 6t" paragraph of Section 39-2.01A(4)(h)(v). Replace Section 39-2.01A(4)(h)(vii)with: 39-2.01A(4)(h)(vii) RESERVED Replace Section 39-2.01A(4)(i)(iii)with: 39-2.01A(4)(i)(iii) Pavement Smoothness For HMA pavement within 3 feet from and parallel to the construction joint formed between curbs, gutters, or existing pavement, test pavement smoothness using a 12-foot straightedge. Contract Number 24-27-M Replace the word "Department" with "Caltrans" in the 2nd paragraph of Section 39-2.01A(4)(i)(iv). Replace the word "Department" with "Caltrans" in the 4th paragraph of Section 39-2.01B(4)(c)(ii). Replace the word "Department's" with "Caltrans"' where it occurs in Section 39-2.01 B(8)(a). Replace Section 39-2.01B(11) with: 39-2.01B(11) Miscellaneous Areas, Dikes, & Berms For miscellaneous areas, dikes, and berms: 1. Use Minor HMA. 2. Choose the aggregate gradation from: 2.1. 3/8-inch Type A HMA aggregate gradation 2.2. 1/2-inch Type A HMA aggregate gradation 2.3. dike mix aggregate gradation 3. Choose asphalt binder Grade PG 64-10, PG 64-16 or PG 70-10. 4. Minimum asphalt binder content must be: 4.1. 6.40 percent for 3/8-inch Type A HMA aggregate gradation 4.2. 5.70 percent for 1/2-inch Type A HMA aggregate gradation 4.3. 6.00 percent for dike mix aggregate gradation If you request and the Engineer authorizes, you may reduce the minimum asphalt binder content. Aggregate gradation for dike mix must be within the TV limits for the specified sieve size shown in the following table: Dike Mix Aggregate Gradation (Percentage Passing) Sieve size Target value limit Allowable tolerance 1/2" 100 -- 3/8" --- 95- 100 No. 4 73-77 TV± 10 No. 8 58-63 TV± 10 No. 30 29-34 TV± 10 No. 200 0 - 14 For HMA used in miscellaneous areas, dikes, and berms, Sections 39-2.01A(3), 39-2.01A(4), 39- 2.01 B(2), 39-2.01 B(4)(c), and 39-2.01 B(5)—(10) do not apply. Replace the 2nd paragraph of 39-2.01 C(3)(g) with: Before placing the interlayer or asphalt binder, clean the pavement of loose and extraneous material. Replace Section 39-2.01 C(4)(b)with: 39-2.01C(4)(b) Tapered Notched Wedge Not used Add the following after the last paragraph of Section 39-2.01C(5): The test section: 1. Must not be less than 0.1 mile in length. 2. Must have a width equal t o the width of the pavement and tapered edge to be paved in one pass during production. 3. Locations shall be proposed by the Contractor and approved by the Engineer. Contract Number 24-27-M The test section must be constructed with asphalt paver fitted with one of the following FHWA-approved tapered edge devices: 1. "Shoulder Wedge Maker" manufactured by Transtech Systems, Inc.,1594 State Street, Schenectady, NY 12304, Telephone 1-800-724-6306 or 518-370-5558 2. "Advant-Edger" manufactured by Advant-Edge Paving Equipment LLC, 33 Old Niskayuna Road, Loudonville, NY 12211, Telephone 814-422-3343 3. "Ramp Champ" manufactured by Advant-Edge Paving Equipment LLC, 33 Old Niskayuna Road, Loudonville, NY 12211, Telephone 814-422-3343 4. "SafeTSlope" manufactured by Troxler Electronic Laboratories, Inc., 3008 E. Cornwallis Rd. Research Triangle Park, NC 27709, Telephone 877-876-9537 Comply with manufacturer's instructions for attaching the device(s)to the paver. The Engineer accepts the use of selected tapered edge device when edge shape and compaction of the test section are in compliance with plans and specifications. No further paving operations which include the construction of the tapered edge shall commence unless means and methods for constructing the tapered edge are approved by the Engineer. Add to the end of Section 39-2.01C(7): New paving shall tie smoothly into previously resurfaced mats, existing pavement and to private drives. Place additional HMA along the pavement's edge to conform to private drives and private road connections as shown in the Project Details. Hand rake, if necessary, and compact the additional HMA to form a smooth conform taper. Feather down the HMA to zero thickness at the approximate rate of 20 feet per 0.08-foot thickness at all match lines across the travel lanes including the beginning and end of construction and at all intersections unless otherwise shown or described in the Project Details and as directed by the Engineer. Replace Section 39-2.01 C(9)with: 39-2.01C(9) Miscellaneous Areas , Dikes, & Berms Prepare the area to receive HMA for miscellaneous areas, dikes, and berms, including excavation and backfill as needed. Spread the HMA in miscellaneous areas in 1 layer and compact to the specified lines and grades. In median areas adjacent to slotted median drains, each layer of HMA must not exceed 0.20 foot maximum compacted thickness. The finished surface must be: 1. Textured uniformly 2. Compacted firmly 3. Without depressions, humps, and irregularities Add to the list in the 111 paragraph of Section 39-2.01C(15)(b): 5. HMA overlays over existing pavement Contract Number 24-27-M Replace the 2111 paragraph in Section 39-2.01 D with: Except for when a bid item for tack coat is specified, payment for tack coat is included in the payment for hot mix asphalt. Replace the 5th paragraph in Section 39-2.01D with: The payment quantity for place hot mix asphalt dike or berm of the type shown on the Bid Item List is the length measured from end to end. Payment for the HMA used to construct the dike or berm is not included in the payment for place hot mix asphalt dike or berm. Replace Section 39-2.02A(4)(b)(ii) with: 39-2.02A(4)(b)(ii) Aggregates Test the quality characteristics of aggregates under the test methods and frequencies shown in the following table: Agqregate Testing Frequencies Quality characteristic Test method Minimum testing frequency Gradationa AASHTO T 27 Sand equivalentb,° AASHTO T 176 1 per 750 tons and any remaining part Moisture contents AASHTO T 255 Crushed particles AASHTO T 335 Los Angeles Rattler AASHTO T 96 Flat and elongated particles ASTM D4791 1 per tons or 2 per project Fine aggregate angularity AASHTO T 304 whichevverer is s greater Method A Coarse durability index AASHTO T 210 1 per 3,000 or 1 per paving day, Fine durability index AASHTO T 210 whichever is greater alf RAP is used, test the combined aggregate gradation under California Test 384. bReported value must be the average of 3 tests from a single sample. °Use of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker," 7.1.2, "Alternate Method No. 2," and 8.4.3, "Hand Method," do not apply. Prepare the stock solution as specified in Section 4.8.1, "Stock solution with formaldehyde," except omit the addition of formaldehyde. sTest at continuous mixing plants only. If RAP is used, test the RAP moisture content at continuous mixing plant and batch mixing plant. For lime treated aggregate, test aggregate before treatment and test for gradation and moisture content during HMA production. Replace Section 39-2.02A(4)(b)(iii)with: 39-2.02A(4)(b)(iii) Reclaimed Asphalt Pavement Sample and test processed RAP at a minimum frequency of 1 sample per 1,000 tons with a minimum of 6 samples per fractionated stockpile. If the fractionated stockpile has not been augmented, the 3 RAP samples taken and tested for mix design can be part of this minimum sample requirement. If a processed RAP stockpile is augmented, sample and test processed RAP quality characteristics at a minimum frequency of 1 sample per 500 tons of augmented RAP. The combined RAP sample when tested under AASHTO T 164 must be within ±2.00 percent of the average asphalt binder content reported on page 4 of your Contractor Hot Mix Asphalt Design Data form. If a new processed RAP stockpile is required, the average binder content of the new processed RAP stockpile must be within ±2.00 percent of the average binder reported on page 4 of your Contractor Hot Mix Asphalt Design Data form. The combined RAP sample when tested under AASHTO T 209 must be within ±0.06 of the average maximum specific gravity reported on page 4 of your Contractor Hot Mix Asphalt Design Data form. Contract Number 24-27-M During Type A HMA production, sample RAP twice daily and perform QC testing for: 1. Aggregate gradation at least once a day under California Test 384 2. Moisture content at least twice a day Replace Section 39-2.02A(4)(b)(ix)with: 39-2.02A(4)(b)(ix) Type A Hot Mix Asphalt Production Test the quality characteristics of Type A HMA under the test methods and frequencies shown in the following table: Type A HMA Production Testing Frequencies Quality characteristic Test method Minimum testing frequency Asphalt binder content AASHTO T 308, Method A 1 per 750 tons and any remaining part HMA moisture content AASHTO T 329 1 per 2,500 tons but not less than 1 per paving day Air voids content AASHTO T 269 1 per 4,000 tons or 2 every 5 paving whichever is greater Voids in mineral aggregate MS-2 Asphalt Mixture Volumetrics 1 per 10,000 tons or 2 per project Dust proportion MS-2 Asphalt Mixture whichever is greater Volumetrics Hamburg wheel track California Test 389 1 per 10,000 tons or 1 per project, whichever is greater Moisture susceptibility AASHTO T 283 3 per 250 tons or 3 per paving day, whichever is greater Replace the 1st table in the 1st paragraph of Section 39-2.02A(4)(e)with: 39-2.02A(4)(e) Department Acceptance The Department accepts Type A HMA based on compliance with: 1. Aggregate quality requirements shown in the following table: Contract Number 24-27-M Aggregate Quality Quality characteristic Test method Requirement Aggregate radationa AASHTO T 27 JMF ±Tolerance Percent of crushed particles Coarse aggregate (min, %) One-fractured face 95 Two-fractured faces AASHTO T 335 90 Fine aggregate (min, %) (Passing No. 4 sieve and retained on No. 8 sieve.) One-fractured face 70 Los Angeles Rattler(max, %) Loss at 100 Rev. AASHTO T 96 12 Loss at 500 Rev. 40 Sandequivalent min. b,° AASHTO T 176 47 Flat and elongated particles (max, % by ASTM D4791 10 weight at 5:1 Fine aggregate angularity min, % d AASHTO T 304, Method A 45 Coarse durability index Dr, min AASHTO T 210 65 Fine durability index Dr, min AASHTO T 210 50 aThe Engineer determines combined aggregate gradations containing RAP under California Test 384. bReported value must be the average of 3 tests from a single sample. °Use of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker," 7.1.2, "Alternate Method No. 2," 8.4.2 Manual Shaker Method, and 8.4.3, "Hand Method," do not apply. Prepare the stock solution as specified in Section 4.8.1, "Stock solution with formaldehyde," except omit the addition of formaldehyde. aThe Engineer waives this specification if HMA contains 10 percent or less of nonmanufactured sand by weight of total aggregate. Manufactured sand is fine aggregate produced by crushing rock or gravel. Replace the 1st sentence in the 2nd paragraph of Section 39-2.02B(2) with: For Type A HMA mixtures using RAP, the maximum allowed binder replacement is 25.0 percent. Replace Section 39-2.02B(3)with: 39-2.02B(3) Asphalt Binder The grade of asphalt binder for Type A HMA must be PG 64-10. Replace Section 39-2.02B(4)(a) with: 39-2.02B(4)(a) General Before the addition of asphalt binder and lime treatment, the aggregates must comply with the requirements shown in the following table: Contract Number 24-27-M Aggregate Quality Quality characteristic Test method Requirement Percent of crushed particles: Coarse aggregate (min, %) One-fractured face 95 Two-fractured faces AASHTO T 335 90 Fine aggregate (min, %) (Passing No. 4 sieve and retained on No. 8 sieve.) One-fractured face 70 Los Angeles Rattler(max, %) Loss at 100 Rev. AASHTO T 96 12 Loss at 500 Rev. 40 Sandequivalent mina AASHTO T 176 47 Flat and elongated particles max, % by weight at 5:1 ASTM D4791 10 Fine aggre ate angularity min, % b AASHTO T 304, Method A 45 Coarse durability index Dc, min AASHTO T 210 65 Fine durability index Df, min AASHTO T 210 50 aThe reported value must be the average of 3 tests from a single sample. Use of a sand reading indicator is required as shown in AASHTO T 176, Figure 1. Sections 4.7, "Manual Shaker," 7.1.2, "Alternate Method No. 2," 8.4.2 Manual Shaker Method, and 8.4.3, "Hand Method," do not apply. Prepare the stock solution as specified in Section 4.8.1, "Stock solution with formaldehyde," except omit the addition of formaldehyde. bThe Engineer waives this specification if the Type A HMA contains 10 percent or less of nonmanufactured sand by weight of total aggregate. Manufactured sand is fine aggregate produced by crushing rock or gravel. Replace Section 39-2.02B(5)with: 39-2.02B(5) Reclaimed Asphalt Pavement You may substitute RAP for part of the virgin aggregate in a quantity up to 15 percent of the aggregate blend. Provide enough space at your plant for complying with all RAP handling requirements. Provide a clean, graded base, well drained area for stockpiles. If RAP is from multiple sources, blend the RAP thoroughly and completely before fractionating. For RAP substitution of 15 percent of the aggregate blend or less, fractionation is not required. Isolate the processed RAP stockpiles from other materials. Store processed RAP in conical or longitudinal stockpiles. Processed RAP must not be agglomerated or be allowed to congeal in large stockpiles. Replace Section 39-2.02B(11) with: 39-2.02B(11) Type A Hot Mix Asphalt Production If RAP is used, the asphalt plant must automatically adjust the virgin asphalt binder to account for RAP percentage and RAP binder. During production, you may adjust hot-or cold-feed proportion controls for virgin aggregate and RAP. RAP must be within ±3 of RAP percentage described in your Contractor Job Mix Formula Proposal form without exceeding 15 percent. Add to the beginning of Section 39-2.02C: Place Type A HMA in lifts if shown in the project details. Contract Number 24-27-M Replace Section 39-3.02C with: Where replace asphalt concrete surfacing is identified and marked by the Engineer, remove the asphalt concrete surfacing and, if necessary, base to a depth of 4 inches below the grade of the existing surfacing and replace with HMA. The Engineer determines the exact limits of asphalt concrete surfacing to be replaced. The width of each removal shall be a minimum of four feet wide or as determined by the Engineer. Use cold planed material for shoulder backing inside the project limits, as per these specifications and as directed by the Engineer. Replace asphalt concrete in a lane before the lane is specified to be opened to traffic. Before removing asphalt concrete, outline the replacement area and cut neat lines with a saw or grind to a depth of 4 inches below the grade of the existing surfacing. Do not damage any asphalt concrete and base remaining in place. If you excavate the base beyond the specified plane, replace it with HMA. Do not use a material transfer vehicle for replacing asphalt concrete surfacing. Before placing HMA, apply a tack coat as specified in Section 39-2.01 C(3)(f). Place HMA using method compaction as specified in Section 39-2.01C(2)(c). The contract price paid per unit shown on the Bid Item List for Replace Asphalt Concrete Pavement shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in repairing pavement, complete in place, including disposal of removed material, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. The quantity of Replace Asphalt Concrete Pavement to be paid for will be the actual volume repaired. Replace Section 39-3.03 with: 39-3.03 REMOVE ASPHALT CONCRETE DIKES & BERMS 39-3.03A General Section 39-3.03 applies to removing asphalt concrete dikes and berms outside the limits of excavation. 39-3.0313 Materials Not Used 39-3.03C Construction Reserved 39-3.031) Payment Not Used Add to the end of Section 39-3.04C(3): Use cold planed material for shoulder backing. Refer to Shoulder Backing section for further information. Contract Number 24-27-M 40 CONCRETE PAVEMENT Replace the word "Department's" with "Caltrans" in the 1st paragraph of Section 40-1.01D(4). 41 EXISTING CONCRETE PAVEMENT Replace the 4t" paragraph of Section 41-9.01C(1) with: During individual slab replacement operations, submit uniformity reports for hydraulic cement at least once every 30 days to the Engineer. Uniformity reports must comply with ASTM C917 except testing age and water content may be modified to suit the particular material. 46 GROUND ANCHORS AND SOIL NAILS Replace the 1st sentence of the 1st paragraph of Section 46-1.01C(2)(a) with: Submit shop drawings and supporting calculations electronically to the Engineer. 47 EARTH RETAINING SYSTEMS Replace the 1st sentence of the 1st paragraph of Section 47-6.01C(2) with: Submit shop drawings and supporting calculations for the alternative system electronically to the Engineer. DIVISION VI STRUCTURES 49 PILING Replace the 2"1 sentence of the 1st paragraph of Section 49-1.01C(2) with: Submit the test boring report and log of test borings electronically to the Engineer. Replace the 2"1 paragraph of Section 49-1.01C(2) with: If corrections to the submittal are required, submit the corrected test boring report and the log of test borings electronically to the Engineer. Replace the "shop welding" and "field welding" definitions in Section 49-2.02A(2) with: shop welding: Welding performed at a plant on the Caltrans Authorized Facility Audit List. field welding: Welding not performed at a plant on the Caltrans Authorized Facility Audit List. Replace the word "Department's" with "Caltrans" in the 11t paragraph of Section 49-2.02A(3)(d). Replace the word "Department's" with "Caltrans"" in Section 49-2.02A(4)(b)(ii). Replace the word "Department's" with "Caltrans" in the 6t" paragraph of Section 49-2.02B(1)(a). Replace the word "Department" with "Caltrans" in the 2"d paragraph of Section 49-2.02B(1)(d). Replace the word "Department" with "Caltrans" in item 2 in the list in the 1st paragraph of Section 49-3.02A(3)(g). Replace the word "Department's" with "Caltrans" in item 6 of the 4th paragraph of Section 49- 3.02C(5). 50 PRESTRESSING CONCRETE Replace the 1st paragraph of Section 50-1.01C(3) with: Submit shop drawings for the proposed prestressing system electronically to the Engineer. Contract Number 24-27-M 51 CONCRETE STRUCTURES Replace the 1st paragraph of Section 51-2.02D(1)(c)(ii)with: Submit shop drawings for each alternative joint seal assembly electronically to the Engineer. Replace the 3rd paragraph of Section 51-2.021)(1)(c)(ii) with: If requested, submit supplemental calculations for each proposed alternative joint seal assembly electronically to the Engineer. Replace the 1st paragraph of Section 51-2.02E(1)(c)(ii)with: Submit shop drawings for each joint seal assembly electronically to the Engineer. Replace the 2"d paragraph of Section 51-2.02E(1)(c)(ii)with: If requested, submit supplemental calculations for each proposed modular joint seal assembly electronically to the Engineer. Replace the 1st paragraph of Section 51-2.02F(1)(c)(ii)with: Submit shop drawings for the asphaltic plug joint seal system electronically to the Engineer. Replace the 1st paragraph of Section 51-3.03A(3)(b)with: Submit shop drawings electronically to the Engineer. Replace the 111 sentence of the 11t paragraph in Section 51-4.01C(2)(a) with: Submit shop drawings for PC concrete members electronically to the Engineer. Replace the 3rd paragraph in section 51-4.02C with: Grout for keyways must have a cementitious material content of 590 Ib/cu yd and a 3/8 inch maximum grading. Penetration of the grout must be near the lower limit of the specified nominal penetration. 55 STEEL STRUCTURES Replace the 1st sentence of the 1st paragraph of Section 55-1.01C(2)with: Submit shop drawings for steel structures electronically to the Engineer. 58 SOUND WALLS Replace the 11t sentence of the 11t paragraph of Section 58-4.01C(2) with: Submit project specific shop drawings electronically to the Engineer. DIVISION VII DRAINAGE FACILITIES 68 SUBSURFACE DRAINS Replace the word "Department's" with "Caltrans" in the 12t" paragraph of Section 68-3.03. DIVISION VIII MISCELLANEOUS CONSTRUCTION 78 INCIDENTAL CONSTRUCTION Contract Number 24-27-M Add to the end of Section 78-2.01: Damaged or destroyed survey monuments shall be replaced with new survey monuments. Survey monuments shall be constructed or adjusted, as applicable, in accordance with Standard Drawing A-74 Type D. Survey control for the reestablishment of survey monuments will be provided by the Department. DIVISION IX TRAFFIC CONTROL DEVICES 82 SIGNS AND MARKERS Replace the word "Department's" with "Caltrans" in the 2"d paragraph of Section 82-1.01. Replace Item 1 of the 2nd paragraph of Section 82-2.02A with: 1. Phrase Property of The County of Fresno Add to Section 82-2.02113: Signs must be 0.080 inch thick aluminum alloy and street name signs must be 0.125 inch thick alloy faced on both sides. Replace the 2"d paragraph of Section 82-2.02C with: Reflective sheeting on all signs shall be 3M Diamond Grade DG3 Series 4000 or equal and must meet ASTM Type XI specifications. Add to Section 82-2.02D: All signs must have the 3M 1160 graffiti resistant clear overlay film or equal. Replace Section 82-2.04 with: 82-2.04 PAYMENT Not Used Add to the end of Section 82-3.02A: All new roadside signs must be mounted to steel square posts. Add to the end of Section 82-3.02113: All post for traffic signs must be 2"X2"X10' square by 14 gauge steel. Welded Anchor (2 '/4"X2 '/4"X30") and sleeve (2 '/2"X2 '/z"X18") shell be used as a base to anchor post in the ground. Hole size and placement must be the same as the metal post. All mounting hardware shall be either galvanized or stainless steel. Banding shall be 3/4 inch wide stainless steel with flare leg sign brackets. Hose clamps are not permitted. All signs shall be mounted using 3/8" aluminum drive rivets. Nuts and bolts are not permitted. Replace the 11t paragraph of Section 82-3.02D with: Furnish a laminated wood box post with an attached metal cap at the top of each post. Replace the last paragraph of Section 82-3.04 with: Full compensation for furnishing sign panels is included in the bid item price per each Roadside Sign -One Post and Roadside Sign - Two Post. One or more sign panels furnished and installed on a single post will be counted as (1) one Roadside Sign - One Post. One or more sign panels furnished and installed on two posts will be counted as (1) one Roadside Sign -Two Post. Contract Number 24-27-M 83 RAILINGS AND BARRIERS Replace the 2111 paragraph of Section 83-2.02C(1)(a) with: Construct Midwest guardrail systems using: 1. Wood line posts. 2. Wood blocks for line posts. 3. Only 1 type of post and block for any 1 continuous length of guardrail. 84 MARKINGS Replace Section 84-1.03 with: 84-1.03 Construction Before obliterating any pavement delineation (traffic stripes, pavement markings)that is to be replaced on the same alignment and location, as determined by the Engineer, the pavement delineation shall be referenced by the Contractor, with a sufficient number of control points to reestablish the alignment and location of the new pavement delineation. The references shall include the limits or changes in striping pattern, including one- and 2-way barrier lines, limit lines, crosswalks and other pavement markings. Full compensation for referencing existing pavement delineation shall be considered as included in the contract prices paid for various items of work and no additional compensation will be allowed. The Contractor shall protect pedestrian crosswalks, stop bars, rumble bars, and rumble Botts' dots from damage or displacement, unless otherwise directed by the Engineer. Replace or repair facilities, which are damaged with your operation, at your expense. Replace the 2"1 paragraph of Section 84-2.01 D(3) with: The thermoplastic test stripe will be tested for yellow color, daytime luminance factor, and yellowness index requirements. Delete the 1st&2"d paragraph of Section 84-2.03B(2)(a) Replace the 2nd paragraph of Section 84-2.03B(2)(b)with: Apply extruded thermoplastic for a traffic stripe at a rate of at least 0.37 lb. of thermoplastic per foot of 4- inch-wide solid stripe. The applied thermoplastic traffic stripe must be at least 0.100 inch thick. Replace the 2"d paragraph of Section 84-2.03B(2)(c) with: Apply sprayable thermoplastic at a rate of at least 0.29 lb. of thermoplastic per foot of 4-inch-wide solid stripe. The applied sprayable thermoplastic material must be 0.08 inch (80 mil)thick. Replace Reserved in Section 84-9.03B with: 84-9.03B Remove Traffic Stripes and Pavement Markings Containing Lead Residue from the removal of painted or thermoplastic traffic stripes and pavement markings contains lead from the paint or thermoplastic. The average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble lead. This residue: 1. Is a nonhazardous waste 2. Does not contain heavy metals in concentrations exceeding the thresholds established by the Health and Safety Code and 22 CA Code of Regs Contract Number 24-27-M 3. Is not regulated under the Federal Resource Conservation and Recovery Act (RCRA), 42 USC § 6901 et seq. Management of this material exposes workers to health hazards that must be addressed in your lead compliance plan. Replace the 111 paragraph of Section 84-9.04 with: The payment quantity for remove traffic stripe is the measured length of the stripe removed independent of width. Double or triple stripes are paid the same as a single stripe. DIVISION XI MATERIALS 90 CONCRETE Replace the 111 sentence of the 3rd paragraph of Section 90-1.0111)(3) with: Shrinkage test data authorized by the Department or Caltrans no more than 3 years before the 1st day of the Contract is authorized for entire Contract. Add to the end of item 3.3 in the list in the 7tn paragraph of Section 90-1.02G(3): Max. Replace the word "Department" with "Caltrans" in the 2nd paragraph of Section 90-2.02E. Replace the 3rd sentence of Item 3 of the list in the 3rd paragraph of Section 90-4.02 with: Test data authorized by the Department or Caltrans no more than 3 years before the 1 st day of the Contract is authorized for the entire Contract. 92 ASPHALT BINDERS Replace the word "Department" with "Caltrans" in the 1st sentence of Section 92-1.01D(2). Replace the word "Department" with "Caltrans" in footnote `b' of the 11t table in Section 92-1.02B. Replace the word "Department" with "Caltrans" in the 5t" paragraph of Section 92-1.02B. 94 ASPHALTIC EMULSIONS Contract Number 24-27-M Replace Section 94-1.02E with: 94-1.02E Cationic Emulsified recycling Agent Not Used Replace Section 94-1.02G with: 94-1.02G Bonded Wearing Course Asphaltic Emulsions Not Used Replace Section 94-1.02H with: 94-1.02H Rapid Setting Polymer Modified Rejuvenating Asphaltic Emulsions Not Used Replace Section 94-1.02K with: 94-1.02K Micro-Surfacing Emulsions Not Used Contract Number 24-27-M Project Details Contract Number 24-27-M LOCATION DETAIL AMERICAN AVE � E AMERICAN AV I� I w w w > Q w U) Q � Vj 0 JEFFERSON AVE E JEFFERSON AVII w E JEFFERSON AVE w w w z U) w 0 w U) w Q FANTZ AV E Q J Q 0 EAPKINSVE C7 o Ew E AVE cn E. LINCOLN AVENUE E LINCOLN AVE E CROOKS AVE PROJECT STARTS Av =PROJECTENDS W MORT N AVE X E IAORTON AVE W V G L WE w Q CLAYTON AVE E CL YTON AVE ui cn DATE: co(� DEPARTMENT OF PUBLIC WORKS & PLANNING DESIGNED: K.X. 3/17/25 LINCOLN AVENUE OVERLAY DRAWN: K.X. 3/17/25 .0 FROM FIG AVENUE TO CEDAR AVENUE CONTRACT NO. 24-27-M FRES LOCATION DETAIL AMERICAN AVE � E AMERICAN AV I� Q w w > Q Q w Q < Q w Q Lu Vj JEFFERSON AVE E EFFERSON AV = E JEFFERSON AVE w w w U Cf) Z � D O w c/) Q > w Q FANTZ AV E w Q Q J Q U U) � E H PKINSAVE O U) o U) E JOY A E Vl�L M VE �© MO L L L M L M U) M L n M M © T i t(DE LINCOLN AVE M® LSTARTS M M M ENVL ® O © OM L M K i T J. T AV PROJECT PROJECT ENDS E ORTON AVE W V G L NVE Q TEMPORARY WORK ZONE SIGNS CLAYTON IVE CA PANEL POST SIGN MUTCD SIZE DESCRIPTION LENGHT Lu CODE (INCHES) (FEET) L G20-2 36X18 END ROAD WORK 12 M W20-1 36X36 ROAD WORK AHEAD 12 DATE: 4, CO U DEPARTMENT OF PUBLIC WORKS & PLANNING DESIGNED: K.X. 03/14/25 LINCOLN AVENUE OVERLAY DRAWN: K.X. 03/14/25 O 9 FROM FIG AVENUE TO CEDAR AVENUE ORE CONTRACT NO. 24-27-M S ' r LOCATION DETAIL 1 � M r� rL Lu LD LL c/) t IL --smw- mr ,� r F Source: Esri, Maxar,Earthstar Geographics,=and the GIS user Community DATE: �4, C DEPARTMENT OF PUBLIC WORKS & PLANNING DESIGNED: K.X. 3/17/25 LINCOLN AVENUE OVERLAY DRAWN: K.X. 3/17/25 MANHOLES LOCATIONS j DETAIL �.R E R/W EP CL EP R/W VAR 12'-18' 12'-18' VAR VAR VAR 2 MATCH EXIST --- EXIST PAVEMENT -- -- COLD PLANE& TO REMAIN y EXISTING CONCRETE SIDEWALK HMA OVERLAY 0.20' EXISTING CURB&GUTTER GRADE&CNS TO 1' // /\ // MATCH OG 95%RELATIVE COMPACTION FOR MIN WIDTH � /\��` LINCOLN AVE -TYPICAL SECTION EP EP R/W 12'-18' 12'-18' VAR �I EXISTING CONCRETE SIDEWALK EXISTING CONCRETE VALLEY GUTTER PROTECT IN PLACE VAR VAR EXISTING CURB&GUTTER• L PROTECT IN PLACE EXIST PAVEMENT EXIST PAVEMENT TO REMAIN TO REMAIN EXIST CURB&GUTTER COLD PLANE& PROTECT IN PLACE HMA OVERLAY 0.20' LINCOLN AVE -TYPICAL SECTION CURBS WITH GUTTERS&CONCRETE VALLEY GUTTERS R/W EP EP R/W I- VAR 12'-18' 12'-18' VAR EXISTING CONCRETE SIDEWALK � V� VAR t,�' -e.• EXIST PAVEMENT _ LEGEND TO REMAIN EP EDGE OF PAVEMENT 0.20 TYPE A(1/2"GRADING) EXISTING CURB&GUTTER EXIST CURB&GUTTER HMA HOT MIX ASPHALT HMA OVERLAY PROTECT IN PLACE COLD PLANE& PROTECT IN PLACE HMA OVERLAY 0.20' OG ORIGINAL GROUND SHOULDER BACKING R/W RIGHT OF WAY LINCOLN AVE -TYPICAL SECTION EXIST EXISTING ® NATIVE SOIL CURBS WITH GUTTERS DETAIL VAR VARIES CNS COMPACT NATIVE 0.20'COLD PLANE SOIL ONE FOOT SAFETY EDGE CONCRETE CONTRACT NO. 24-27-M DATE: SCALE: NONE �� co DEPARTMENT DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: K.X. 03/25 LINCOLN AVENUE OVERLAY DRAWN: K.X. 03/25 0 n � o TYPICAL SECTIONS CHECKED: FRES FIG AVENUE TO ELM AVENUE R/W EP CL EP R/W �^ VAR 12'-18' 12'-18' VAR EXIST PAVEMENT -� \4:1 • COLD PLANE& TO REMAIN y EXISTING CONCRETE SIDEWALK HMA OVERLAY 0.20' GRADE&CNS TO // /\ //\ MATCH EXISTING EXISTING CURB&GUTTER 95%RELATIVE COMPACTION FOR V MIN WIDTH OG 7 LINCOLN AVE -TYPICAL SECTION PAVING INrERLAYER 0.20'AC CURBS WITH GUTTERS&SHOULDER BACKING DETAILS EXIST BETWEEN ELM AVENUE TO SURFACE CEDAR AVENUE R/W EP EP R/W I~ VAR 12'-18' 12'-18' VAR EXISTING CONCRETE SIDEWALK EXIST PAVEMENT _ TO REMAIN EXISTING CURB&GUTTER COLD PLANE& EXIST DIKE PROTECT IN PLACE PROTECT IN PLACE HMA OVERLAY 0.20' LINCOLN AVE -TYPICAL SECTION CURBS WITH GUTTERS&DIKES DETAILS EXISTING CONCRETE SIDEWALK EP EP R/W 12'-18' � 12'-18' VAR LEGEND VAR EP EDGE OF PAVEMENT 0.20'HMA OVERLAY VAR TYPE A 1/2"GRADING -� HMA HOT MIX ASPHALTf"`f.':,•� __OG ORIGINAL GROUND SHOULDER BACKING EXISTING CURB&GUTTER' COLD PLANE& - _ •'J'•' •�' R/W RIGHT OF WAY PROTECT IN PLACE HMA OVERLAY 0.20' _ EXI NATIVE SOIL ST PAVEMENT EXIST CURB&GUTTER EXIST EXISTING TO REMAIN PROTECT IN PLACE VAR VARIES 0.20'COLD PLANE CNS COMPACT NATIVE ® LINCOLN AVE -TYPICAL SECTION SOIL TYP TYPICAL ONE FOOT SAFETY EDGE CURBS WITH GUTTERS CONCRETE CONTRACT NO. 24-27-M DATE: SCALE: NONE �� co DEPARTMENT DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: K.X. 03/25 LINCOLN AVENUE OVERLAY DRAWN: K.X. 03/25 0 n � o TYPICAL SECTIONS CHECKED: FRt$ ELM AVENUE TO STATE ROUTE 41 PAVING FABRIC EXIST AC EXIST BETWEEN ELM AVENUE TO SURFACE CEDAR AVENUE R/W EP EP R/W VAR 12'-18' 12'-18' VAR 2' V AR VAR 2' MATCH EX MA CH O ;:IT PAVEMENT 4:1 0.20'HMA OVERLAY TO REMAIN MATCH 4 �\ \\ GRADE&CNS TO \\ \ MATCH OG 95%RELATIVE COMPACTION FOR 1'MIN WIDTH /�\/�\ \ ��\ �OG LINCOLN AVE -TYPICAL SECTION LEGEND 0.20'TYPE A(1/2"GRADING) EP EDGE OF PAVEMENT NEW HMA OVERLAY HMA HOT MIX ASPHALT OG ORIGINAL GROUND SHOULDER BACKING R/W RIGHT OF WAY NATIVE SOIL EXIST EXISTING VAR VARIES ® COLD PLANE CNS COMPACT NATIVE SOIL ONE FOOT SAFETY EDGE CONTRACT NO. 24-27-M DATE: SCALE: NONE �4�, CoU � DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: K.X. 03/25 LINCOLN AVENUE OVERLAY DRAWN: K.X. 03/25 >< � o TYPICAL SECTION CHECKED: �' FREg� STATE ROUTE 41 TO CEDAR AVENUE D* HMA OVERLAY MATCH DISTANCE TABLE TRAVEL LANE OVERLAY D* THICKNESS"T" 0.08' 20' A A 0.10, 25' 0.12' 30' 0.15' 37.5' 0.20' 50' 0.25' 62.5' 0.30' 75' EXISTING PAVEMENT HMA OVERLAY D* „T„ „T„ EXISTING PAVEMENT HMA SECTION A-A OVERLAY ® COLD PLANNING *WHERE NOTED REPLACE EXISTING DIKE AFTER GRINDING HAS OCCURRED ALONG EXISTING FLOW LINE D*DISTANCES FOUND IN MATCH DISTANCE TABLE DATE: SCALE: NONE ,�, coU��.� DEPARTMENT OF PUBLIC WORKS AND PLANNING SIGNED: K,X 03/25 �� LINCOLN AVENUE OVERLAY DRAWN: K.X o3/25 o Il°g� o COLD PLANE DETAIL - MATCH LINES CHECKED: FRESH MATCH DISTANCE TABLE TRAVEL LANE OVERLAY D* THICKNESS "T" 0.08' 20' 0.10' 25' 0.12' 30' 0.15' 37.5' A --- - - --------- - JA 0.20' 50' / 0.25' 62.5' 0.30' 75' z T = THICKNESS OF OVERLAY m Q (SEE PROJECT DETAILS) o � O PLAN VIEW D* D* D* LEGEND AREA TO BE COLD PLANED "T" SEE MATCH DISTANCE TABLE Yi FOR DISTANCE D* EXISTING A.C. SURFACE ENEW HOT MIX ASPHALT OVERLAY SECTION A - A DATE: SCALE: NONE �� coU�,�� DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: K.X. 03/25 DRAWN: K.X. 03/25 0 n6 p LINCOLN AVENUE OVERLAY � FR�S� TYPICAL INTERSECTION DETAIL CHECKED: PRIVATE/MINOR DRIVEWAY APPROACH SAW CUT NEAT LINE I i &MATCH TO EXISTING "SECTION- 2' EDGE OF EXISTING / APPROACH / MATCHEDGE OF EXISTING j7j�J/APPROACH 2' SEE EXTEND SCREED TO PLACE, EDGE OF PAVEMEN I \ RAKE OR COMPACT HMA TO MATCH EXISTING SURFACE EXCAVATE ANDAT 10:1 MAX SECTION / w - C CENTERLINE 2 FEET WINGOUT DETAIL FOR UNPAVED DRIVEWAYS&ACCESS ROADWAYS CENTERLINE NOTES w GRADE TO MATCH PAVEMENT, > FLOW LINE AND ORIGINAL GROUND. 14' _ T 2' ❑ PAVEMENT,SEE TYPICAL SECTION EDGE OF PAVEMENT mo.o COMPACTED NATIVE SOIL(CNS) o o C DATE: SCALE: NONE co DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: K.X. 03/25 LINCOLN AVENUE OVERLAY DRAWN: K.X. 03/25 � o TYPICAL PAVED & UNPAVED DRIVEWAY CHECKED: IFRESH APPROACH DETAIL NOTES: 1 . REMOVE EXISTING DIKES REMOVE AND REPLACE WITH TYPE E AC DIKE 2. CONSTRUCT NEW DIKES TYPE E AT THE HMA OVERLAY FOUR QUADRANTS AS SHOWN 3. PAINT NEW DIKES WITH WHITE PAINT (2 COATS) EXISTING PAVEMENT / X EXIST OG _ ' W Ir ; � z Lu r � e � Q LEGEND � EP EDGE OF PAVEMENT r Lu HMA HOT MIX ASPHALT '(; N OG ORIGINAL GROUND R/W RIGHT OF WAY EXIST EXISTING VAR VARIES , ' HMA rlj�-.�r,.,+.Ir•-��, OVERLAY EXISTING ORIGINAL GROUND t► 1_t+I+�►i►+ DATE: SCALE: NONE �, COU DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: K.X. 01/25 LINCOLN AVENUE OVERLAY DRAWN: K.X. 01/25 o n�so TYPICAL AC DIKE DETAIL CHECKED: FRES PROJECT DETAILS TYPE E DIKES REMOVE AND REPLACE LOCATION: >CHERRY AVENUE AND LINCOLN AVENUE 32 LINEAR FEET EACH CORNER AFTER THE REMOVAL AND REPLACE OF DIKE FINSH WITH 2 COATS OF WHITE PAINT. >INSTALL TWO MORE DIKES ON THE SOUTH CORNERS AND PAINT WITH 2 COATS WHITE PAINT. START: >MATCH FROM PREVIOUS NEW PAVEMENT ON LINCOLN AVE WEST OF FIG AVENUE LINCOLN &ELM INTERSECTION: >MATCH UP THE LIMITS OF ELM AVENUE PRESERVATION TREATMENT CAPE SEAL >TRAFFIC LOOPS DETECTORS WILL NEED TO BE REPLACED AFTER NEW HMA >CURBS&GUTTERS PRESENT AT THIS SEGMENT LINCOLN AVENUE FROM FIG AVENUE TO ELM AVENUE >COLD PLANE 0.20'AND PAVED WITH 0.20' HOT MIX ASPHALT TYPE A >CURBS&GUTTERS PRESENT AT THIS SEGMENT. LINCOLN AVENUE FROM ELM AVENUE EAST TO STATE ROUTE 41 >COLD PLANE 0.20' PLACE PAVING MAT AND PAVE WITH 0.20' HOT MIX ASPHALT >CURBS&GUTTERS PRESENT AT THIS SEGMENT. >GAS VALVES(PG&E) PRESENT AT THIS SEGMENT >COLD PLANE CONFORM UP TO BRIDGE DECK OF STATE ROUTE 41 LINCOLN AVENUE FROM STATE 41 TO CEDAR AVENUE >COLD PLANE CONFORM FROM BRIDGE OF DECK STATE ROUTE 41 TOWARDS CEDAR AVENUE 0.20' >PLACING PAVING MAT AND PLACE HOT MIX ASPHALT 0.20' >PERFORM REPLACE ASPHALT CONCRETE AT SUBGRADE FAILURES >GAS VALVE LOCATED APPROXIMATELY 250 FEET FROM BRIDGE 2015 STANDARD PLAN A20A CCW N aw o L W/Z J a p� CL =n w a Q a 2 d a l�l J 444 M �� a a� ` W °N V o W Q� 10 L 0 a NcB W W o .o L) p r J N �W w �b� w �= Z a a Z z w _ n W lw F C� 'o p = _ `m a ffi � J o aP+ ~ Ld a o"Nih W V W +< J a o If 0�o a a J .< w_+ ui 0 5 r } D ~ OL0 J 2 03-'_ b- \ Q O ® ® ®® w w o ®® w w w o LL p ®® > & ? o W °'0 a Zo o ®® �' OmW w, p o ®® z of N ®® = w Q 3 3 ol s o o v v 1 0 In } F } } F Vl 91�_91� it Q N M w . w w F F w w W (n Z m w o ® z � ® ® e ® ? 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H ir o - 0 o s i ® $m g �T $ ® ® ® ® ®® ® ® m 0 ® m w> = o U W I w Y OK 0, >= 3>m o>� �� „z4�� 4 „z� �1L w N ® 0-1 EM 7 ®® ®- y _ ¢ Q Q Q Q Q o o w w w H H F F J Q ® w W w r o ® ® ® N ® ® ®®0ul Ld ®® J ® m I✓7 b o ® ® ® ® o o CD _ YIf1YlINIW cli N a 4 � 4 � � 4 b 4 � b 4 b 4 3 = 3 Q ~ ® ® W 3 ® ® 3 = O O 3 j 3 W w o �, of W Wo J z } o ' o z Ino q J = ® w o J O Z iv,C9 i o P - J O J H V 0 X W W W In W 2N p p w W W Lul- ® ® ® ® J Z Q LO IA t0 ti N W ti N cm 2 W w W W w w W 0 0 0 0 0 0lD 0 13 96" 18" 4" TYP TYP, EA 3/8" HOLE 611 TYP, EA 8 1/2" 7 CO j U� Your Tax Dollars 24" A T WORK SBI 24" 4vo � � FREE RNIAlk s+I Qo SB-1 REBUILDING CALIFORNIA 6" BE WORK ZONE ALERTS"" �njj DATE: SCALE: NONE �, coU DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: J.H. CONSTRUCTION PROJECT CHECKED: N/A DRAWN: S.P. Off, Il°g� o FUNDING SIGN FRF,�� NOTES: 1. THE LEGEND OF SIGN SHALL BE BLACK ON A WHITE BACKGROUND (NON-REFLECTIVE) 2. THE BORDER OF THE SIGN SHALL BE BLUE (NON-REFLECTIVE) 3. PROJECT FUNDING SIGNS SHALL CONFORM TO SECTION 82 OF THE 2015 CALTRANS STANDARD SPECIFICATIONS 4. THE LINES INDICATING FUNDING SOURCES SHALL BE ON SEPARATE REMOVABLE PLATES WITH 1/4" HOLE AT EACH END OF PLATE FOR MOUNTING. C 0� Highway Blue your iax Dollars 3 2 2„ 3/4" �� F 4 T WORK FR E 4„ Standard County Seal \--The Department's Design Division will provide an adhesive backed copy to be located as shown on the drawing. DATE: SCALE: NONE � coU DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: J.H. DRAWN: S.P. O� n � o CONSTRUCTION PROJECT FUNDING SIGN CHECKED: N/A FRESH 36FROV XX /XX /XX 4„ ROAD VVO R K 4" 36 „ TO XX/ XX/ XX FXPFCT DFLAYS 4" 1 . LETTERS SHALL BE BLACK, STYLE SHALL BE HIGHWAY "B" BLACK 2. BACKGROUND SHALL BE ORANGE 3. SIGN PANEL SHALL CONFORM TO SECTION 12 OF THE STATE STANDARD SPECIFICATIONS DATE: SCALE: NONE CoU DEPARTMENT OF PUBLIC WORKS AND PLANNING DESIGNED: K.X. 01/25 LINCOLN AVENUE OVERLAY DRAWN: K.X. 01/25 G nQg6 p CHECKED: XX FRE� ADVANCE NOTIFICATION SIGN � � STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION STANDARD ENCROACHMENT PERMIT APPLICATION DOT TR-0100(REV 12/2024) PERSONAL INFORMATION NOTICE Pursuant to the Federal Privacy Act(5 U.S.C, Section 552 et seq.)and the Information Practices Act of 1977(IPA)(Civil Code Sections 1798 et seq.)declares that the right to privacy is a personal and fundamental right protected by the California and United States Constitutions. Please be advised that this form requests personal information. The term"personal information"means any information that is maintained by an agency that identifies or describes an individual, including, but not limited to,the individual's name, social security number, physical description, home address, home telephone number, education,financial matters, and medical or employment history. It includes statements made by, or attributed to,the individual. (Civil Code, § 1798.3, subdivision(a).) Information Collection and Access: California law requires the following information to be provided when collecting information from individuals. (See,for example, Civil Code, § 1798.17.) Agency Name and Division Within the Agency Requesting the Information: California Department of Transportation, Division of Traffic Operations, Office of Encroachment&Outdoor Advertising Permits(OEOAP), Encroachment Permits Branch. Title of Official Responsible for Information Maintenance: For more information, please contact the Permits Office Chief for the Encroachment Permits Branch (EP)at(916)594-6593 or at HQEP@dot.ca.gov. In writing at the California Department of Transportation, Division of Traffic Operations, Office of OEOAP MS-36, 1120 N Street, Sacramento, CA 95814. Information can also be obtained on our website at https://dot.ca.gov/programs/traffic-operations/ep-oda Maintenance of the Information Authorized By: Streets and Highway Code(SHC)section 670 et.al. Consequences of Not Providing All or Any Part of the Requested Information: Disclosure of this information is voluntary. Failure to provide all or any part of the requested information may delay processing of this form. Principal Purpose(s)for Which the Information Will Be Used: To communicate with the applicant regarding their Permit request and associated activities. Known Disclosures: The information obtained through the use of this form can be made available when requested by the public through the California Public Records Act(CPRA). Right of Access to Records: Individuals have the right to access information provided and may request a correction or deletion of records. Exceptions may include, but are not limited to, investigations and public transparency laws. Personal Information will only be disclosed as permitted by the Information Practices Act, Civil Code, §§ 1798-1798.83,or as otherwise required by law.To request access to,or to request correction or deletion of, information provided in this form you may contact the Official Responsible for Information Maintenance identified above. This document is available in alternative accessible formats. For more information, please contact the Forms Management Unit at (279) 234-2284, TTY 711, in writing at Copyright 2018 California Department of Transportation.All rights reserved. STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION Page 2 of 5 STANDARD ENCROACHMENT PERMIT APPLICATION TRACKING NO. DOT TR-0100(REV 12/2024) Page 2 of 5 FOR CALTRANS USE TRACKING NO. Complete ALL fields, write "N/A"if not applicable. Type or print clearly. This application is not complete until all requirements have been approved. DIST/CO/RTE/PM Permission is requested to encroach on the State Highway right-of-way as follows: SIMPLEX STAMP 1. COUNTY 2. ROUTE 3. POST MILE 4.ADDRESS OR STREET NAME 5. CITY 6. CROSS STREET(Distance and direction from project site) DATE OF SIMPLEX STAMP 7. WORK TO BE PERFORMED BY 8. IS THIS APPLICATION FOR A RIDER? ❑ APPLICANT ❑ CONTRACTOR ❑ NO ❑ YES. If"YES", provide the Parent Permit Number 9. ESTIMATE START DATE 10. ESTIMATED COMPLETION DATE 11. ESTIMATED NUMBER OF WORKING DAYS WITHIN STATE HIGHWAY RIGHT-OF-WAY 12. ESTIMATED CONSTRUCTION COSTS WITHIN STATE HIGHWAY RIGHT-OF-WAY 13. HAS THE PROJECT BEEN REVIEWED BY ANOTHER CALTRANS BRANCH? ❑ NO ❑ YES. If"YES",which branch? 14. FUNDING SOURCE(S) ❑ FEDERAL ❑ STATE ❑ LOCAL ❑ PRIVATE ❑ SB 1 (ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017) 15. CALTRANS PROJECT CODE (ID) 16.APPLICANT'S REFERENCE/UTILITY WORK ORDER NUMBER 17. DESCRIBE WORK TO BE DONE WITHIN STATE HIGHWAY RIGHT-OF-WAY(in 20 lines or less) Attach 6 complete sets of plans(folded to 8.5"x 11")and any applicable specifications,calculations, maps, traffic control plans, etc. 18(a). PORTION OF STATE HIGHWAY RIGHT-OF-WAY WHERE WORK IS BEING PROPOSED(check all that apply) ❑ Traffic lane ❑ Shoulder ❑ Sidewalk ❑ Median ❑ At or near an intersection ❑ Mobile work ❑ Outside of the shoulder, feet from edge of pavement ❑ Other 18(b). PROPOSED TRAFFIC CONTROL PLANS AND METHOD ❑ No traffic control needed ❑ State Standard Plans(T-Sheets)# ❑ Project specific Traffic Control Plans included ❑ To be submitted by contractor This document is available in alternative accessible formats. For more information, please contact the Forms Management Unit at (279) 234-2284, TTY 711, in writing at STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION Page 3 of 5 STANDARD ENCROACHMENT PERMIT APPLICATION TRACKING NO. DOT TR-0100(REV 12/2024) 19. MAX. DEPTH (in) MIN. DEPTH (in) AVG. WIDTH (in) LENGTH (ft) SURFACE TYPE(e.g.Asphalt,concrete,soil, etc.) EXCAVATION 20. PRODUCT BEING TRANSPORTED CARRIER PIPE CASING PIPE PIPES DIAMETER (in.) MATERIAL DIAMETER (in.) MATERIAL PROPOSED INSTALLATION METHOD(e.g. HDD, Bore&Jack, Open Cut, etc.) VOLTAGE/PSIG DOES THE PROPOSED PROJECT INVOLVE THE REPLACEMENT AND/OR ABANDONMENT OF AN EXISTING FACILITY? ❑ NO ❑ YES. If"YES", provide a description 21. IS A CITY, COUNTY OR OTHER PUBLIC AGENCY INVOLVED IN THE APPROVAL OF THIS PROJECT? ❑ YES(if"YES", check the type of project AND attach the environmental documentation and conditions of approval) ❑ COMMERCIAL DEVELOPMENT ❑ BUILDING ❑ GRADING ❑ OTHER ❑ CATEGORICALLY EXEMPT ❑ NEGATIVE DECLARATION ❑ ENVIRONMENTAL IMPACT REPORT ❑ OTHER ❑ NO(if"NO", check the category below which best describes the project AND answer questions A-K) ❑ DRIVEWAY OR ROAD APPROACH, RECONSTRUCTION, ❑ FENCE ❑ EROSION CONTROL MAINTENANCE OR RESURFACING ❑ PUBLIC UTILITY MODIFICATION, EXTENSIONS, HOOKUPS ❑ MAILBOX ❑ LANDSCAPING ❑ FLAGS, SIGNS, BANNERS, DECORATIONS, PARADES AND CELEBRATIONS ❑ OTHER The following questions must be answered when a City, County or other public agency IS NOT involved in the approval of this project. Your answers to these questions will assist Caltrans staff in identifying any physical, biological, social or economic resources that may be affected by your proposed project within State Highway right-of-way and to determine which type of environmental studies may be required to approve your application for an encroachment permit. It is the applicant's responsibility for the production of all required environmental documentation and supporting studies and in some cases this may be costly and time consuming. If possible, attach photographs of the location of the proposed project.Answer these questions to the best of your ability. Provide a description of any"YES"answers(type, name, number, etc.). A. Will any existing vegetation and/or landscaping within State Highway right-of-way be disturbed? B.Are there waterways(e.g.river,creek,pond,natural pool or dry streambed)adjacent to or within the limits of the proposed project? C. Is the proposed project located within five miles of the coast line? D. Will the proposed project generate construction noise levels greater than 86 decibels(dBA)(e.g. Jack-hammering, pile driving)? E. Will the proposed project incorporate land from a public park, recreation area or wildlife refuge open to the public? F.Are there any recreational trails or paths within the limits of the proposed project? G.Will the proposed project impact any structures, buildings, rail lines or bridges within State Highway right-of-way? H. Will the proposed project impact access to any businesses or residences? I. Will the proposed project impact any existing public utilities or public services? J. Will the proposed project impact any existing pedestrian facilities, such as sidewalks, crosswalks or overcrossings? K. Will new lighting be constructed within or adjacent to State Highway right-of-way? This document is available in alternative accessible formats. For more information, please contact the Forms Management Unit at (279) 234-2284, TTY 711, in writing at STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION Page 4 of 5 STANDARD ENCROACHMENT PERMIT APPLICATION TRACKING NO. DOT TR-0100(REV 12/2024) 22. Will the proposed project cause a substantial change in the significance of a historical resource(45 years or older), or cultural resource? ❑ YES ❑ NO (if"YES", provide a description) 23. Will the proposed project be on an existing State Highway or street where the activity involves removal of a scenic resource?(e.g.A significant tree or stand of trees, a rock outcropping or a historic building) ❑ YES ❑ NO (if"YES", provide a description) 24. Is work being done on the applicant's property in addition to State Highway right-of-way? ❑ YES ❑ NO (If'YES",attach 6 complete sets of site and grading plans) 25. Will the proposed project require the disturbance of soil? ❑ YES ❑ NO If"YES",estimate the area of disturbed soil within State Highway right-of--way in acres: and estimate the area of disturbed soil outside State Highway right-of-way in acres: 26. Will the proposed project require dewatering? ❑ YES ❑ NO If"YES", estimate Total gallons AND gallons/month. (Total gallons)AND (gallons/month) SOURCE*: ❑ STORMWATER ❑ NON-STORMWATER (*See Caltrans SWMP for definition of non-storm water discharge: https://www.dot.ca.gov/programs/environmental-analysis/stormwater-management-program) 27. How will any storm water or ground water be disposed? ❑ Storm Drain System ❑ Combined Sewer/Stormwater System ❑ Stormwater Retention Basin ❑ N/A ❑ Other(explain) This document is available in alternative accessible formats. For more information, please contact the Forms Management Unit at (279) 234-2284, TTY 711, in writing at STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION Page 5 of 5 STANDARD ENCROACHMENT PERMIT APPLICATION TRACKING NO. DOT TR-0100(REV 12/2024) READ THE FOLLOWING CLAUSES PRIOR TO SIGNING THIS ENCROACHMENT PERMIT APPLICATION. The applicant's submission of this application to the California Department of Transportation constitutes the applicant's agreement and representation that the work or other activity contemplated by the encroachment permit application shall comply with all applicable standards, specifications, policies, requirements,conditions,and regulations of the California Department of Transportation,and the applicant understands the application may be denied if there is non-compliance with any of the above.An exception process exists and may result in approval of a non- compliant encroachment, in the discretion of the California Department of Transportation, but the exception process may require additional time to complete.The applicant understands and agrees all work or other activity contemplated by the encroachment permit application is subject to inspection and oversight by the California Department of Transportation.The applicant understands and agrees encroachment permit fees must still be paid if an application is withdrawn or denied.The applicant understands a denial may be appealed, in accordance with California Streets and Highways Code, Section 671.5,and the related regulations found in California Code of Regulations,Title 21, Division 2,Chapter 8,Article 2. The applicant understands and agrees that immediately upon issuance of the encroachment permit the applicant is bound by,subject to,and must comply with the"Encroachment Permit General Provisions"(TR-0045), "Stormwater Special Provisions"(TR-0400)and any other applicable Special Provisions and Conditions of the encroachment permit.The"Encroachment Permit General Provisions"(TR-0045),and the Stormwater Special Provisions(TR-0400)are available at:https://dot.ca.gov/--/media/dot-media/prog rams/traffic-operations/documents/encroachment-permits/appendix- k-ada-a11y.pdf.If a paper copy is needed of the"Encroachment Permit General Provisions"(TR-0045)and/or"Stormwater Special Provisions"(TR-0400),please contact the District Office of Encroachment Permits.Their contact information is available at: https.Ildot.ca.gov/programs/traffic-operationslep/district-contacts.The"Encroachment Permit General Provisions"(TR-0045)and any other applicable Special Provisions and Conditions will be provided as part of the encroachment permit. Information about Stormwater requirements is available at the Internet address:https://dot.ca.gov/programs/environmental-analysis/stormwater-management-program. The applicant understands an encroachment permit may be denied, revoked,and/or a bond may be required,for non-payment of prior or present encroachment permit fees.An encroachment permit is not a property right and does not transfer with the property to a new owner. Each of the persons purporting to execute this application on behalf of the applicant and/or on behalf of the applicant's authorized agent or engineer represents and warrants such person has full and complete legal authority to do so and to thereby bind applicant to the terms and conditions herein and to the terms and/or conditions of the encroachment permit.Applicant understands and agrees this application may be executed in one or more counterparts,each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. Executed copies of this application and/or its counterparts may be reproduced and/or exchanged by copy machine, mailing,facsimile,or electronic means(such as e- mail),and such copies shall be deemed to be effective as originals. 28. NAME OF APPLICANT(Project or Property Owner or Organization) ADDRESS OF APPLICANT(Include City, State and Zip Code) E-MAIL ADDRESS PHONE NUMBER FAX NUMBER 29. NAME OF AUTHORIZED AGENT/ENGINEER IS A LETTER OF (A"Letter of Authorization"is required if different from#28) AUTHORIZATION ATTACHED? ❑ YES ❑ NO ADDRESS OF AUTHORIZED AGENT/ENGINEER(Include City, State and Zip Code) E-MAIL ADDRESS PHONE NUMBER FAX NUMBER 30. NAME OF BILLING CONTACT (Same as#28❑ Same as#29 ❑) BILLING ADDRESS WHERE INVOICE(S) IS/ARE TO BE MAILED (Include City, State and Zip Code) E-MAIL ADDRESS PHONE NUMBER FAX NUMBER I agree that by providing my electronic signature for this form, I agree to conduct business transactions by electronic means and that my electronic signature is the legal binding equivalent to my handwritten signature. I hereby agree that my electronic signature represents my execution or authentication of this form, and my intent to be bound by it. 31. SIGNATURE OF APPLICANT OR AUTHORIZED AGENT* 32. PRINT OR TYPE NAME 33. TITLE 34. DATE This document is available in alternative accessible formats. For more information, please contact the Forms Management Unit at (279) 234-2284, TTY 711, in writing at STATE OF CALIFORNIA•DEPARTMENT OF TRANSPORTATION STANDARD ENCROACHMENT PERMIT APPLICATION DOT TR-0100(REV 12/2024) INSTRUCTIONS Complete ALL fields,write"N/A" if not applicable.Type or print clearly.All dimensions must be in U.S. Customary(English)units. Print your application single sided and submit all of the required attachments(See Section VI A&B of the"Encroachment Permit Application Guide Booklet"found at: https://dot.ca.gov/programs/traffic-operations/ep//guidelines). 1. County(e.g. Fresno, San Francisco, Los Angeles,etc.) Replacement and/or abandonment of an existing facility(e.g.Abandoning pipe and filling it with two-sack slurry cement) 2. State Highway Route Number(e.g. 1-5, SR-99,etc.) 21. Check"YES",if you are getting a permit or approval from another agency 3. Highway Postmile: (location of work,see https://postmile.dot.ca.gov/) (City,County,etc.),and an environmental determination has been made. If unable to determine,contact the appropriate District Encroachment Then check the Categorically Exempt, Negative Declaration, Permits Office for assistance at: https://dot.ca.gov/programs/traffic- Environmental Impact Report box or Other if one has been prepared. ope ratio ns/ep/district-contacts Attach a copy of the approved document and a copy of the Notice of Determination. Skip questions A-K. 4. Address of project site(if the property has a physical address with a If you checked"NO",check the box of the appropriate type of work to be Number and Street/Road Name) done,or check"other"and fill in the type of work to be done.Also answer 5. City(e.g. Sacramento, Redding, Irvine,etc.) questions A-K. 22.A Historical Resource includes,but is not limited to,any object, building, 6. Distance and the direction from the nearest cross street to the project structure,site,area,place,record,or manuscript that has historical or site(e.g.500 ft. north of"C"Street). archaeological significance,or significance in the architectural,engineering, 7. Indicate whether the work will be performed by the applicant(your own scientific,economic,agricultural,educational,social,political,military,or forces)or by a contractor. cultural annals of California. 23. In this context a Scenic Resource includes, but is not limited to,trees 8. Indicate you are applying fora"Rider Permit"(Time extension, that display outstanding features of form or age; unique, massive rock change in scope of work,etc.and provide the"Parent Permit Number". formations;historic buildings that are rare examples of their period,style, 9. Estimated start date for the proposed work.(Allow a minimum of 60 design,or which have special architectural features and details of calendar days from the submittal date of your application for processing) importance. 10. Estimated completion date for the proposed work. 24. Is there any work being done on the applicant's property? 11. Estimated number of working days within State Highway right-of-way. 25. Indicate if the proposed project will require the disturbance of soil.If"YES," estimate the area within AND outside of State Highway right-of-way in 12. Estimated construction costs for all work to be done within State acres. Highway right-of-way. 26. Indicate if the proposed project will require dewatering. If"YES," 13. Has another Caltrans'branch seen or reviewed your project?Which estimate volume in total gallons AND gallons per month.Also indicate branch?(e.g. Design, Project Management, Right-of-Way, the source: Stormwater or Non-Stormwater(see Caltrans Stormwater Environmental,etc.) Management Plan for definitions of non-stormwater discharge at: https://dot.ca.gov/programs/environmental-analysis/stormwater- 14. Identify funding source(s)for the proposed work. management-program). 27. Indicate how any stormwater or ground water will be disposed of from 15. Caltrans' Project Code(ID)if this is a State project,capital project,or or near the limits of the proposed project. joint venture project. 28. Name of the applicant or organization applying for the permit.List the 16.Your company's reference number or utility work order number for this mailing address,e-mail address, phone and fax numbers. project. 29. Name of the authorized agent or engineer acting on behalf of the 17. Describe the proposed work to be done entirely. If applicable,attach applicant or organization.Attach a letter of authorization signed by the six(6)complete sets of FOLDED plans(folded 8-'/2"X 11")and any applicant or organization. List the mailing address,e-mail address, applicable specifications,calculations, maps,etc. phone and fax numbers. 18. (a)Identify portion(s)of State right-of-way where work will occur and 30. Name of the billing contact. List the mailing address where invoices (b)proposed traffic control plans to be used if any. are to be mailed,email address, phone and fax numbers. 19.Maximum and minimum depth,average width,and length of the 31. Signature of the applicant or applicant's authorized agent. excavation area. Existing surface type(e.g.Asphalt,concrete,soil,etc.) 32. Name of the applicant or applicant's authorized agent. 20. Product being transported (e.g.water, natural gas,etc.) Carrier pipe,diameter(inches)and material (e.g.Steel, HDPE,etc.) 33.Title(owner,president,etc.)of the applicant or applicant's authorized Casing pipe(if any),diameter and material Proposed installation agent. method,Voltage of electrical current or pressure of liquid or gas. 34. Date of the signature. This document is available in alternative accessible formats. For more information, please contact the Forms Management Unit at (279) 234-2284, TTY 711, in writing at SELF-DEALING TRANSACTION DISCLOSURE FORM (1) Company Board Member Information: Name: Date: Job Title: (2) Company/Agency Name and Address: (3) Disclosure (Please describe the nature of the self-dealing transaction you are a party to) (4) Explain why this self-dealing transaction is consistent with the requirements of Corporations Code 5233 (a) (5) Authorized Signature Signature: Date: SELF-DEALING TRANSACTION DISCLOSURE FORM INSTRUCTIONS In order to conduct business with the County of Fresno (hereinafter referred to as "County"), members of a contractor's board of directors (hereinafter referred to as "County Contractor"), must disclose any self- dealing transactions that they are a party to while providing goods, performing services, or both for the County. A self-dealing transaction is defined below: 'A self-dealing transaction means a transaction to which the corporation is a party and which one or more of its directors has a material financial interest." The definition above will be utilized for purposes of completing the disclosure form. (1) Enter board member's name, job title (if applicable), and date this disclosure is being made. (2) Enter the board member's company/agency name and address. (3) Describe in detail the nature of the self-dealing transaction that is being disclosed to the County. At a minimum, include a description of the following: a. The name of the agency/company with which the corporation has the transaction; and b. The nature of the material financial interest in the Corporation's transaction that the board member has. (4) Describe in detail why the self-dealing transaction is appropriate based on applicable provisions of the Corporations Codes. (5) Form must be signed by the board member that is involved in the self-dealing transaction described in Sections (3) and (4). ID OOK LINCOLN AVENUE OVERLAY FIG AVENUE TO CEDAR AVENUE BUDGET /ACCOUNT: 4510 / 7370 4� co 1856 O FRESH Department of Public Works and Planning CONTRACT NUMBER 24-27-M BID BOOK TABLE OF CONTENTS LINCOLN AVENUE OVERLAY CONTRACT NUMBER 24-27-M PROPOSAL TITLE NUMBER NOT APPLICABLE INSTRUCTIONS FOR COMPLETING THE BID BOOK 1 PROPOSAL TO THE COUNTY OF FRESNO 2 BID ITEM LIST/BID SHEET 3 EVALUATION OF BID ITEM LIST 4 BID SECURITY/SIGNATURE 5 NON-COLLUSION DECLARATION 6 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT 7 PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE AND PUBLIC CONTRACT CODE 10232 STATEMENT 8 SUBCONTRACTORS 9 TITLE 13,CALIFORNIA CODE OF REGULATIONS§2449(I)GENERAL REQUIREMENTS FOR IN-USE OFF-ROAD DIESEL-FUELED FLEETS 10-17 NOT USED 18 OPT OUT OF PAYMENT ADJUSTMENTS FOR PRICE INDEX FLUCTUATIONS 19 GUARANTY INSTRUCTIONS FOR COMPLETING THE BID BOOK General Complete forms in the Bid Book. Submit an electronic bid online at http://www.BidExpress.com (Section 2-1.33A) or submit a hardcopy bid: 1. Under sealed cover addressed to the Department and labeled with the name of the bidder, the name of the project and the statement'Do Not Open Until The Time Of Bid Opening.' 2. Marked as a bid 3. Identifying the contract number and the bid opening date Certain bid forms must be submitted with the bid and properly executed. Certain other forms and information must be submitted either with the bid or within the prescribed period after bid opening as specified elsewhere in these special provisions. Failure to submit the forms and information as specified results in a nonresponsive bid. If an agent other than the authorized corporation officer or a partnership member signs the bid, file a Power of Attorney with the Department either before opening bids or with the bid. Otherwise, the bid may be nonresponsive. For more information regarding bidding, refer to Section 2 Bidding in the Special Provisions and Standard Specifications. Bid Item List and Bid Comparison Submit a bid based on the bid item quantities the Department shows on the Bid Item List. Bids will be evaluated and the low bidder determined as indicated in the Notice to Bidders. Bid Document Completion Proposal items are identified by title and by the word "Proposal"followed by the number assigned to the proposal item in question. Proposal items are included in the Bid Book. Proposal to the Board of Supervisors of Fresno County— Proposal 1 Provided for information. Bid Proposal Sheet— Proposal 2 One or more sheet(s) or list(s) upon which the bidder completes the bid. Fill out completely including a unit price and total for each unit price-based item and a total for each lump sum item. Do not make any additions such as "plus tax", "plus freight", or conditions such as "less 2% if paid by 15th". Use ink or typewriter for paper bids. Evaluation of Bid Proposal Sheet— Proposal 3 Describes how inconsistences and irregularities are evaluated and corrected when Design Services reviews the Bid Item List. Bid Security and Signature— Proposal 4 Submit one of the following forms of bidder's security equal to at least 10 percent (10%)of the bid: • Cash • Cashier's check Instructions for Completing the Bid Book - 1 • Certified check • Signed bidder's bond by an admitted surety insurer Indicate type of bid security provided. • Cash—Acceptable but not recommended. Cash is deposited in a clearing account and is returned to bidders by County warrant. This process may take several weeks. • Cashier's or Certified Checks. This type of security is held until the bid is no longer under consideration. If submitted by a potential awardee, they will be returned when the contract is fully executed by the bidder and bonds and insurance have been approved. • Bid Bonds - Must be signed by the bidder and by the attorney-in-fact for the bonding company. Provide notarized signature of attorney-in-fact accompanied by bonding company's affidavit authorizing attorney- in-fact to execute bonds. An unsigned bid bond will be cause for rejection. If providing electronically, the bid must either be verified via Tinubu or Surety2000 through BidExpress, or a scanned copy must be attached to the electronic bid with an original notarized hardcopy and received by Design Services before 4:OOPM on the fifth (5)calendar days after the bid opening. Bonding companies may provide their own bid bond forms. The Bid Security and Signature sections must be completed by the bidder and submitted with their bid. Electronic bids, if not accompanied by an electronic bid bond, may provide one of the listed types of bidder's security in a sealed envelope in accordance with the labeling and address instructions listed in the Notice to Bidders prior to the bid opening. Acknowledge Addenda Provide contractor's license information. State business name and if business is a: • Corporation - list officers • Partnership- list partners • Joint Venture- list members; if members are corporations or partnerships, list their officers or partners. • Individual - list Owner's name and firm name style Signature of Bidder-the following lists types of companies and corresponding authorized signers. • Corporation - by an officer • Partnership- by a partner • Joint Venture- by a member • Individual - by the Owner If signature is by a Branch Manager, Estimator, Agent, etc., the bid must be accompanied by a power of attorney authorizing the individual to sign the bid in question or to sign bids more generally, otherwise the bid may be rejected. • Business Address - Firm's Street Address • Mailing Address - P.O. Box or Street Address • Complete, sign, and return with bid. Noncollusion Declaration —Proposal 5 Must be completed, signed, and returned with bid. Instructions for Completing the Bid Book - 2 Public Contract Code Section 10285.1 Statement— Proposal 6 Select"has"or"has not" in accordance with instructions on form, return with completed for with bid. Note that signing the bid constitutes signing this statement. Public Contract Code Section 10162 Questionnaire And Public Contract Code 10232 Statement— Proposal 7 Select"yes"or"no" accordance with instructions on form, include explanation if"yes" is selected. Return completed form with bid. Note that signing the bid constitutes signing this questionnaire and statement. Subcontractors— Proposal 8 Sheet(s) or spaces where upon which bidders list subcontractors. List each subcontractor to perform work in an amount in excess of 1/2 of 1 percent of the total bid or$10,000, whichever is greater(Pub. Contract Code §4100 et seq.). The Subcontractor List submitted with the bid must show the name, location of business, work portions to be performed, Department of Industrial Relations registration number, and the contractor's license number for each subcontractor listed. • Use subcontractor's business name style as registered with the License Board. • Specify the city in which the subcontractor's business is located and the state if other than California. • Description of the work to be performed by the subcontractor. Indicate with bid item numbers from the bid item list and/or work descriptions similar to those on bid item list. • List Department of Industrial Relations number and license number for each subcontractor. Upon request from Design Services, provide the following additional information within 24 hours of bid opening if not included on the Subcontractor List submitted with the bid: • Complete physical address for each subcontractor listed. • Percentage of the total bid or dollar amount associated with each subcontractor listed. Title 13, California Code of Regulations §2449(i) General Requirements for In-Use Off-Road Diesel- Fueled Fleets— Proposal 9 Contractors, if applicable, must submit valid Certificates of Reported Compliance with their bid. Subcontractor certificates will be due no later than 4:00 PM on the fifth (51h)calendar day after the bid opening if not submitted with the bid. Proposal 10— 17 Not used. Opt Out of Payment Adjustments for Price Index Fluctuations— Proposal 18 You may opt out of the payment adjustments for price index fluctuations specified in section 9-1.07. To opt out, submit a completed Opt Out of Payment Adjustments for Price Index Fluctuations form with your bid. Guaranty— Proposal 19 Does not need to be signed with the bid. Part of the contract which must be signed by the contractor when contract is executed. Instructions for Completing the Bid Book - 3 General Info Total: $1,579,072.75 Number Description 24-27-M Lincoln Avenue Overlay Deadline Fig Avenue to Cedar Avenue 04/24/2025 02:00 PM PDT The work to be done consists, in general, of cold planing of about 0.75 miles of asphalt pavement, placing geosynthetic pavement interlayer over 2.0 miles, and constructing an Vendor asphalt concrete overlay on Lincoln Avenue from Fig Avenue to Cedar Avenue (2.5 miles) Yarbs Grading and Paving, in the County of Fresno, California. Inc. Allows zero unit prices and labor Submitted Yes 04/24/2025 01:05 PM PDT Allows negative unit prices and labor Signed by Yes Troy Yarbrough Account Holder Troy Yarbrough Opened 04/24/2025 02:02 PM PDT By jbnavarro@fresnocountyca.gov Page 1 of 25 04/24/2025 Attachment List Project Website RFC form, bid opening details, any Supplemental Information including RFC responses, prebid conference information, etc. Specifications (10 MB) Specifications (10 MB) Instructions for Completing the Bid Book Instructions for Completing the Bid Book Page 2 of 25 04/24/2025 Proposal to the County of Fresno - Proposal 1 PROPOSAL TO THE COUNTY OF FRESNO hereinafter called the Owner LINCOLN AVENUE OVERLAY FIG AVENUE TO CEDAR AVENUE The work embraced herein shall be done in accordance with the 2023 Standard Specifications and with the 2023 Standard Plans, of the State of California, Department of Transportation insofar as the same may apply and in accordance with these special provisions. Except to the extent that they may conflict with these special provisions, revised Standard Specifications apply to the extent included in the section entitled "Project Details" of the book entitled "Specifications." The undersigned, as bidder, declares that the only persons, or parties interested in this proposal as principals are those named herein, that this proposal is made without collusion with any other person, firm or corporation; that they have carefully examined the location of the proposed work, the annexed proposed form of contract, and the plans therein referred to; and they propose and agree if this proposal is accepted, that they will contract with the Owner to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the contract in the manner and time therein prescribed, and according to the requirements of the Engineer as therein set forth, and that they will take in full payment therefor the following unit prices, to-wit: Page 3 of 25 04/24/2025 Bid Item List - Proposal 2 $1,579,072.75 Item No. Quantity Unit Item Item Price Extension Description SUPPLEMENTAL WORK (PAYMENT 1 50,000 $ ADJUSTMENT $1.00 $50,000.00 FOR PRICE INDEX FLUCTUATIONS) 2 50,000 $ SUPPLEMENTAL $1.00 $50,000.00 WORK SUPPLEMENTAL 3 80,000 $ WORK (ROAD $1.00 $80,000.00 PREPARATION) CONSTRUCTION 4 2 EA PROJECT $1,900.00 $3,800.00 FUNDING SIGNS TRAFFIC 5 1 LS CONTROL $142,000.00 $142,000.00 SYSTEM 6 1 LS JOB SITE $2,000.00 $2,000.00 MANAGEMENT 7 1 LS CLEARING & $10,000.00 $10,000.00 GRUBBING PREPARE WATER POLLUTION 8 1 LS CONTROL PLAN $1,000.00 $1,000.00 AND IMPLEMENTATIO N REPLACE 9 499 CY ASPHALT $240.00 $119,760.00 CONCRETE SHOULDER 10 400 CY BACKING - Final $85.00 $34,000.00 Pay Item 11 1 LS FINISHING $5,000.00 $5,000.00 ROADWAY Total: $1,579,072.75 Page 4 of 25 04/24/2025 Item No. Quantity Unit Item Item Price Extension Description HOT MIX 12 6,692 TON ASPHALT (TYPE $97.00 $649,124.00 A 1/2" GRADING) GEOSYNTHETIC 13 35,200 SY PAVEMENT $2.20 $77,440.00 INTERLAYER 14 40 TONS GEOSYNTHETIC $10.00 $400.00 BINDER 15 60 TON MINOR HOT MIX $220.00 $13,200.00 ASPHALT PLACE HOT MIX 16 130 LF ASPHALT DIKE $60.00 $7,800.00 (TYPE E) 17 8 TON TACK COAT $1,000.00 $8,000.00 REMOVE 18 64 LF ASPHALT $10.00 $640.00 CONCRETE DIKE COLD PLANE 19 16,572 SY ASPHALT $2.50 $41,430.00 CONCRETE PAVEMENT ADJUST 20 5 EA MANHOLE TO $2,000.00 $10,000.00 GRADE ADJUST VALVE 21 25 EA BOX FRAME $1,000.00 $25,000.00 AND COVER TO GRADE SURVEY 22 8 EA MONUMENTS $1,400.00 $11,200.00 (TYPE D) INDUCTIVE LOOP 18 EA DETECTOR $1,100.00 $19,800.00 TYPE D & TYPE E PAINT DIKE 24 130 SF 2-COAT (WHITE) $10.00 $1,300.00 Total: $1,579,072.75 Page 5 of 25 04/24/2025 Item No. Quantity Unit Item Item Price Extension Description REMOVE 25 1 LS PAVEMENT $1,500.00 $1,500.00 MARKERS PAVEMENT 26 212 EA MARKER $6.00 $1,272.00 (RETROREFLEC TIVE) (TYPE D) PAVEMENT 27 180 EA MARKER ( $6.00 $1,080.00 WHITE P- DOT) PAVEMENT MARKER 28 13 EA (RETROREFLEC $6.00 $78.00 TIVE) (TYPE BLUE) THERMOPLASTI C TRAFFIC 29 5,061 LF STRIPE $1.00 $5,061.00 EXTRUDED (DETAIL 5) THERMOPLASTI C TRAFFIC 30 2,410 LF STRIPE $2.00 $4,820.00 EXTRUDED (DETAIL 18) THERMOPLASTI C TRAFFIC 31 3,190 LF STRIPE $3.00 $9,570.00 EXTRUDED (DETAIL 21) THERMOPLASTI C TRAFFIC 32 2,534 LF STRIPE $3.00 $7,602.00 EXTRUDED (DETAIL 22) THERMOPLASTI C TRAFFIC 33 400 LF STRIPE $1.50 $600.00 EXTRUDED (DETAIL 27B) THERMOPLASTI 34 180 SF C PAVEMENT $7.00 $1,260.00 MARKING (LIMIT LINE) Total: $1,579,072.75 Page 6 of 25 04/24/2025 Item No. Quantity Unit Item Item Price Extension Description THERMOPLASTI C PAVEMENT 35 834 SF MARKING $7.00 $5,838.00 (YELLOWCROSS WALK) THERMOPLASTI 36 106 SF C PAVEMENT $7.00 $742.00 MARKING (STOP AHEAD) THERMOPLASTI 37 189 SF C PAVEMENT $7.00 $1,323.00 MARKING (SIGNAL AHEAD) THERMOPLASTI C PAVEMENT 38 474 SF MARKING $7.00 $3,318.00 (SCHOOL XING AHEAD) THERMOPLASTI 39 53 SF C PAVEMENT $7.00 $371.00 MARKING (TYPE IV ARROW) LEAD 40 1 LS COMPLIANCE $1,800.00 $1,800.00 PLAN REMOVAL OF 41 9,635 LF THERMOPLASTI $1.25 $12,043.75 C TRAFFIC STRIPE 42 1 LS MOBILIZATION $157,900.00 $157,900.00 Total: $1,579,072.75 Page 7 of 25 04/24/2025 Evaluation of Bid Item List - Proposal 3 Abbreviations used in the bid proposal sheet are identified in Section 1-1.06, "Abbreviations," of these special provisions. Bids are required for the entire work. Bids will be compared on the basis indicated in the Notice to Bidders. The bidder shall set forth for each unit basis item of work a unit price and a total for the item, and for each lump sum item a total for the item, all in clearly legible figures in the respective spaces provided for that purpose. In the case of unit basis items, the amount set forth under the "Item Total" column shall be the product of the unit price bid and the estimated quantity for the item. In case of discrepancy between the unit price and the total set forth for a unit basis item, the unit price shall prevail, except as provided in (a) or (b), as follows: (a) If the amount set forth as a unit price is unreadable or otherwise unclear, or is omitted, or is the same as the amount as the entry in the item total column, then the amount set forth in the item total column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price; (b) (Decimal Errors) If the product of the entered unit price and the estimated quantity is exactly off by a factor of ten, one hundred, etc., or one-tenth, or one-hundredth, etc. from the entered total, the discrepancy will be resolved by using the entered unit price or item total, whichever most closely approximates percentage-wise the unit price or item total in the Owner's Final Estimate of cost. If both the unit price and the item total are unreadable or otherwise unclear, or are omitted, the bid may be deemed irregular. Likewise, if the item total for a lump sum item is unreadable or otherwise unclear, or is omitted, the bid may be deemed irregular unless the project being bid has only a single item and a clear, readable total bid is provided. Symbols such as commas and dollar signs will be ignored and have no mathematical significance in establishing any unit price or item total or lump sums. Written unit prices, item totals and lump sums will be interpreted according to the number of digits and, if applicable, decimal placement. Cents symbols also have no significance in establishing any unit price or item total since all figures are assumed to be expressed in dollars and/or decimal fractions of a dollar. Bids on lump sum items shall be item totals only; if any unit price for a lump sum item is included in a bid and it differs from the item total, the items total shall prevail. The foregoing provisions for the resolution of specific irregularities cannot be so comprehensive as to cover every omission, inconsistency, error or other irregularity which may occur in a bid. Any situation not specifically provided for will be determined in the discretion of the Owner, and that discretion will be exercised in the manner deemed by the Owner to best protect the public interest in the prompt and economical completion of the work. The decision of the Owner respecting the amount of a bid, or the existence or treatment of an irregularity in a bid, shall be final. If this proposal shall be accepted and the undersigned shall fail to contract, as aforesaid, and to give the two bonds in the sums to be determined as aforesaid, with surety satisfactory to the Owner, within eight (8) days not including Saturdays, Sundays and legal holidays, after the bidder has received notice of award of the contract, the Owner, at its option, may determine that the bidder has abandoned the contract, and thereupon this proposal and the acceptance thereof shall be null and void, and the forfeiture of such security accompanying this proposal shall operate and the same shall be the property of the Owner. Page 8 of 25 04/24/2025 Bid Security - Proposal 4 Bond Percentage 10.00% Guarantee Method Electronic Bid Bond You must either attach an electronic bid bond here or provide an original bid bond (or other form of bid security authorized by Public Contract Code Section 20129(a)) to the office location according to the instructions in the Notice to Bidders prior to the bid opening. Electronic Bid Bond Bond ID * Surety Agency * Verify Bid Bond SCA0422100050 Surety 2000 Bid bond verification has been completed. Surety State * Principal * CT Yarbs Grading and Paving, Inc. Page 9 of 25 04/24/2025 Addendum Acknowledgement - Proposal 4 Bidders must acknowledge all addenda. The Bidder acknowledges receipt of the following ADDENDA: (Enter the number the Designer has assigned to each of the addenda that the Bidder is acknowledging) Type N/A if no addenda were issued. Click "+" to add additional fields. Addendum No. * N/A Dated N/A Page 10 of 25 04/24/2025 Bidder Signature - Proposal 4 Business Name * Yarbs Grading and Paving, Inc. Note: If bidder or other interested person is a corporation, state legal name of corporation. If bidder is a co-partnership, state true name of firm. Type of Business Corporation - list Officers Business Owners and Officers Names Troy Yarbrough, President/Manager Ray Becerra, Secretary/Treasurer Note: If bidder or other interested person is: • a corporation, list names of the president, secretary, treasurer and manager thereof • a partnership, list names of all individual co-partners composing firm. • an individual, state first and last name in full. Names of Owners and Key Employees Troy Yarbrough, President Ray Becerra, Secretary Note: List majority owners of your firm. If multiple owners, list all. Also include anyone, including key employees, who are actively promoting the contract. (SB1439) Licensed in accordance with an act providing for the registration of Contractors: Class A Contractor License No. * Expires 964071 08/31/2025 Page 11 of 25 04/24/2025 DIR Registration Number 1000004120 Business Address 11339 S. Peach Avenue, Fresno CA Zip Code 93725 Mailing Address PO Box 87, Fowler, CA Zip Code 93625 Business Phone * Fax Number (559) 834-4818 (559) 834-4897 E-mail Address * troy@yarbsgradingandpaving.com Signature of Bidder Troy Yarbrough Dated * 04/24/2025 NOTE: If bidder is a corporation, the legal name of the corporation shall be set forth above together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation; if bidder is a co-partnership, the true name of the firm shall be set forth above together with the signature of the partner or partners authorized to sign contracts on behalf of the co- partnership; and if bidder is an individual, bidder signature shall be placed above. If signature is by an agent, other than an officer of a corporation or a member of a partnership, a Power of Attorney must be on file with the Owner prior to opening bids or submitted with the bid; otherwise, the bid will be disregarded as irregular and unauthorized. Page 12 of 25 04/24/2025 Non-Collusion Declaration - Proposal 5 To the County of Fresno: NON-COLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID* The undersigned declares: I am the (Choose one of the following options): Corporate Officer If Corporate Officer please list Title: President of (Business Name): Yarbs Grading and Paving, Inc. the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or refrain from bidding. 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. All statements contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, and has not paid, and will not pay, any person or entity for that purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on Date: * 04/24/2025 at City, State: Fresno, CA Signature: Troy Yarbrough Page 13 of 25 04/24/2025 (See Title 23 United States Code Section 112; Calif Public Contract Code Section 7106) *NOTE: Completing, signing, and returning the Non-Collusion Declaration is a required part of the Proposal. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Page 14 of 25 04/24/2025 Public Contract Code - Proposal 6-7 Public Contract Code Section 10285.1 Statement - Proposal 6 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 Choose an option: * 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. The above Statement is part of the Bid. Signing this Bid 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 Section 10162 Questionnaire - Proposal 7 In conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Choose an option: No If the answer is No, please type N/A. If the answer is Yes, explain the circumstances in the following space. N/A Public Contract Code Section 10232 Statement - Proposal 7 In conformance with Public Contract Code Section 10232, the Contractor hereby states under penalty of perjury, that no more than Page 15 of 25 04/24/2025 one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two-years period because of the Contractor's failure to comply with an order of the National Labor Relations Board. Note: The above Statement and Questionnaire are part of the Bid. Signing this Bid 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. Page 16 of 25 04/24/2025 Subcontractors - Proposal 8 The following named subcontractor(s) will perform with labor, or otherwise render services to the general contractor in or about the construction of the work or improvement in an amount in excess of one-half of one percent of the total bid presented herewith or $10,000, whichever is greater. Each listed subcontractor's name, location of business and description of work, and both their contractor's license number and public works contractor registration number, issued pursuant to Section 1725.5 of the Labor Code, are REQUIRED, by Section 4104 of the California Public Contract Code, to be submitted prior to bid opening. (The "location of business" must specify the city in which the subcontractor's business is located, and the state if other than California.) All other requested information shall be submitted, either with the bid or within 24 hours after bid opening. Please fill out as completely as possible when submitting your bid. Use subcontractor's business name style as registered with the License Board. FAILURE TO LIST SUBCONTRACTORS AS DIRECTED MAY RENDER THE BID NON-RESPONSIVE, OR MAY RESULT IN ASSESSMENT OF A PENALTY AGAINST THE BIDDER IN ACCORDANCE WITH SECTION 4110 OF THE CALIFORNIA PUBLIC CONTRACT CODE. Subcontractor: To add more subcontractor listings, click the "+" to add additional fields. Subcontractor: AWP Safety Business Address 3049 S. Golden St Frontage Rd. Fresno, Ca. 93725 Class A, C31, C32, C-61/D42 License No. 975518 DIR Registration No. 1000001109 Item No. or Description of Work 4 & 5 Dollar Amount: OR Percentage of Total Bid: $119,700.00 Email Address: doug.perkins@awpsafety.com Subcontractor: To add more subcontractor listings, click the "+" to add additional fields. 1 Page 17 of 25 04/24/2025 Subcontractor: SPM Business Address 6868 Ave 305, Goshen, Ca. 93227 Class C32 License No. 854894 DIR Registration No. 1000886659 Item No. or Description of Work 24 thru 41, 42 (Partial) Dollar Amount: OR Percentage of Total Bid: $65,933.95 Email Address: Kyle.Tyler@spmnw.com Subcontractor: To add more subcontractor listings, click the "+" to add additional fields. 2 Subcontractor: Talley Oil Business Address 12483 Road 29 Madera, Ca. 93638 Class A License No. 822368 DIR Registration No. 1000009187 Page 18 of 25 04/24/2025 Item No. or Description of Work 13, 14, 17 Dollar Amount: OR Percentage of Total Bid: $73,264.00 Email Address: gbobian@talleyoil.com Subcontractor: To add more subcontractor listings, click the "+" to add additional fields. 3 Subcontractor: * California Professional Engineering, Inc. Business Address * 19062 San Jose Ave, La Puente, Ca. 91748 Class A, C-10, C-20 License No. 793907 DIR Registration No. 1000377609 Item No. or Description of Work 23 Dollar Amount: OR Percentage of Total Bid: $17,964.00 Email Address: estimating@cpengineeringinc.com Page 19 of 25 04/24/2025 California Code of Regulations: General Requirements for In-Use Off-Road Diesel-Fueled Fleets - Proposal 9 In conformance with Title 13 § 2449(i), bidders will be required to attach copies of valid Certificates of Reported Compliance for the fleet selected for the contract and their listed subcontractors. Before May 15th of each year, the prime contractor must collect a new valid Certificate of Reported Compliance for the current compliance year, as defined in section 2449(n), from all fleets that have an ongoing contract with the prime contractor as of March 1 of that year. Prime contractors must not write contracts to evade this requirement. Annual renewals must be provided to the Resident Engineer at least one week prior to the expiration date of the current certificate. https://ww2.arb.ca.gov/resources/fact-sheets/fact-sheet-contracting-requirements Choose all that apply: ❑✓ Bidder's Certificate of Reported Compliance has been attached to the bid. ❑Bidder does not have a fleet subject to this regulation as outlined in Section 2449(i)(1)-(4). ❑✓ Listed subcontractors' Certificate of Reported Compliance have been attached. ❑✓ The following subcontractors do not have a fleet subject to this regulation as outlined in Section 2449(i)(1)-(4): Subcontractors AWP Safety Additional information regarding subcontractor fleets and/or certificates will be submitted within five (5) calendar days of the bid opening. FAILURE TO PROVIDE THE CERTIFICATES OF REPORTED COMPLIANCE AS DIRECTED MAY RENDER THE BID NON- RESPONSIVE. Page 20 of 25 04/24/2025 Proposal 10-17 NOT USED Page 21 of 25 04/24/2025 Opt Out of Payment Adjustments for Price Index Fluctuations - Proposal 18 Optional: Vendor is not required to complete. You may opt out of the payment adjustments for price index fluctuations as specified in Section 2-1.31, "OPT OUT OF PAYMENT ADJUSTMENTS FOR PRICE INDEX FLUCTUATIONS," of the special provisions. You can only elect to opt out of payment adjustments for price index fluctuations of if you complete this form and submit it with your bid. The individual signing this form must be duly authorized to sign a bid. By signing this form. I hereby opt out of the payment adjustments for price index fluctuations for the above-named project. Bidder: No bid Name (Printed): No bid Signature: No bid Title: No bid Page 22 of 25 04/24/2025 Guaranty - Proposal 19 Optional: Vendor is not required to complete. (This guaranty shall be executed by the successful bidder in accordance with instructions in the special provisions. The bidder may execute the guaranty on this page at the time of submitting their bid.) GUARANTY To the Owner: County of Fresno CONTRACT NUMBER 24-27-M The undersigned guarantees the construction and installation of the following work included in this project: ALL WORK Should any of the materials or equipment prove defective or should the work as a whole prove defective, due to faulty workmanship, material furnished or methods of installation, or should the work or any part thereof fail to operate properly as originally intended and in accordance with the plans and specifications, due to any of the above causes, all within twelve (12) months after date on which this contract is accepted by the Owner, the undersigned agrees to reimburse the Owner, upon demand, for its expenses incurred in restoring said work to the condition contemplated in said project, including the cost of any such equipment or materials replaced and the cost of removing and replacing any other work necessary to make such replacement or repairs, or, upon demand by the Owner, to replace any such material and to repair said work completely without cost to the Owner so that said work will function successfully as originally contemplated. The Owner shall have the unqualified option to make any needed replacement or repairs itself or to have such replacements or repairs done by the undersigned. In the event the Owner elects to have said work performed by the undersigned, the undersigned agrees that the repairs shall be made and such materials as are necessary shall be furnished and installed within a reasonable time after the receipt of demand from the Owner. Date: * 04/24/2025 Name (Printed): Troy Yarbrough Signature: * Troy Yarbrough Title: * President Contractor: Yarbs Grading and Paving, Inc. Page 23 of 25 04/24/2025 Upload Required Documents Name Omission Terms Submitted File CARB Certification of Reported Compliance - California Air Resources Bidder Does not have a fleet subject to this regulation. Board_ Off-Road Diesel- Valid CARB Certification of Reported Compliance Fueled Fleets Regulation - Bidder Compliance Certificate.pdf CARB Certification(s) of Reported Compliance - Due by 4pm on the 5th calendar day after bid Subcontractors opening or no listed subcontractors have a fleet Sub CARB Certificates.pdf Valid CARB Certification(s) of Reported C subject to this regulation. Compliance - Subcontractors Electronic Bid Bond - Scan of Bid Bond I have already provided a bid bond, i.e. through Scan of Notarized Paper Bid Bond with original an electronic Surety above or to the public works bid_bond_SCA0422100050.pd1 due by 4pm on the 5th calendar day after the bid office prior to the deadline. opening. 3 Required Documents Page 24 of 25 04/24/2025 Additional Documents (Use if needed) Name Omission Terms Submitted File Optional: Vendor is not required to complete. Not Required Extra space not needed No bid Extra Space if needed Not Required Extra space not needed No bid Extra Space if needed Not Required Extra space not needed No bid Extra Space if needed 3 Required Documents Page 25 of 25 04/24/2025 AGREEMENT THIS AGREEMENT made at Fresno, in Fresno County, California, by and between Yarbs Grading and Paving, Inc. hereinafter called the Contractor, and the County of Fresno hereinafter called the Owner, both of whom may be referred to individually as a Party, or jointly as Parties. WITNESSETH that the Contractor and the Owner,for the consideration hereinafter named, agree as follows: ARTICLE I. The Contractor agrees to furnish all labor and materials, including tools, implements, and appliances required, but excluding such materials as are mentioned in the specifications to be furnished by the Owner, and to perform all the work in a good and workmanlike manner, free from any and all liens and claims of mechanics, materialmen, teamsters, subcontractors, artisans, machinists, and laborers required for: LINCOLN AVENUE OVERLAY CONTRACT NUMBER: 24-27-M all in strict compliance with the plans, drawings, specifications, and other contract documents prepared by the Owner relating thereto. ARTICLE II. The Contractor and the Owner agree that the Notice to Bidders and Special Provisions, the Wage Scale (Prevailing Wages), the Plans and Drawings, Addenda and Bulletins thereto, and the Proposal (Bid Book) hereto attached, together with this Agreement, form the Contract, and they are as fully a part of the Contract as if hereto attached or herein repeated. All portions of the Standard Specifications of the State of California, Department of Transportation, dated 2015, which are not in conflict with this Contract shall be deemed a part of the Specifications as though fully therein set forth; provided, however, that revisions to the said Standard Specifications shall apply only to the extent, if any, included in the Project Details of these Specifications or as otherwise incorporated directly herein. No part of said Specifications which is in conflict with any portion of this Agreement, or which is not actually descriptive of the work to be done thereunder, or of the manner in which said work is to be executed, shall be considered as any part of this Agreement, but shall be utterly null and void. ARTICLE III. The Owner agrees to pay the Contractor in current funds for the performance of the Contract the sum of ONE MILLION FIVE HUNDRED SEVENTY-NINE THOUSAND SEVENTY-TWO DOLLARS AND 75/100 (1,579,072.75) it being understood that said price is based upon the estimated quantities of materials to be used as set forth in the Proposal, except where provisions are made in the Contract documents whereby the estimated quantities shall constitute the final quantity; that upon completion of the Project the final Contract prices shall be revised by change order, if necessary, to reflect the true quantities used at the stated unit price thereof as contained in the Contractor's Proposal hereto attached. Payments on account thereof will be made as set forth in the Special Provisions. ARTICLE IV. If the Contractor should be adjudged a bankrupt, or if he or she should make a general assignment for the benefit of his or her creditors, or if a receiver should be appointed on account of his or her insolvency, or if he or she or any of his or her subcontractors should persistently violate any of the provisions of the Contract, or if he or she should persistently or Contract Number 24-27-M Agreement - 1 repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if he or she should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer (as defined in California Department of Transportation Standard Specifications 1-1.07, and as modified by Owner's Special Provisions), then the Owner may, upon certificate of the Engineer, serve written notice upon the Contractor and their surety of its intention to terminate the Contract, and unless within five (5) days after the serving of such notice, such violations shall cease and satisfactory arrangements for correction thereof be made, the Contract shall, upon the expiration of said five (5) days, cease and terminate. In the event of any such termination, the Owner shall immediately serve written notice thereof upon the surety and the Contractor, and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within ten (10) days after the serving upon it of notice of termination does not give the Owner written notice of its intention to take over and perform the Contract or does not commence performance thereof within the ten (10) days stated above from the date of the serving of such notice, the Owner may take over the work and prosecute the same to completion by contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and the Contractor and their surety shall be liable to the Owner for any excess cost occasioned the Owner thereby, and in such event the Owner may without liability for so doing, take possession of and utilize in completing the work such materials, appliances, construction plant and other property belonging to the Contractor as may be on the site of the work and necessary therefor. In such case the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the Contract price exceeds the expenses of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense exceeds such unpaid balance, the Contractor shall pay the difference to the Owner. The expense incurred by the Owner, as herein provided and damage incurred through the Contractor's default, shall be certified by the Engineer. ARTICLE V. To the fullest extent permitted by law with respect to any work required to be done under this Contract, the Contractor will indemnify and hold harmless the Owner, and all other participating public agencies, whether or not said agencies are named herein, who have jurisdiction within the areas in which the work is to be performed, and all officers and employees of the Owner, the State, the United States and said other participating agencies, from any and all costs and expenses, attorney fees and court costs, damages, liabilities, claims and losses occurring or resulting to Owner in connection with the performance, or failure to perform, by Contractor, its officers, agents or employees under this Agreement and the Contract, and from any and all costs and expenses, attorney fees and court costs, damages, liabilities, claims and losses occurring or resulting to any person, firm or corporation who may be injured or damaged by the performance, or failure to perform, of Contractor, its officers, agents or employees under this Agreement and the Contract. In addition, Contractor agrees to indemnify Owner for Federal, State of California and/or local audit exceptions resulting from non-compliance herein on the part of Contractor. Contractor agrees to indemnify, save, hold harmless, and at Owner's request, defend the Owner, its officers, agents, and employees from any and all costs and expenses, damages, liabilities, claims, and losses occurring or resulting to Owner in connection with the performance, or failure to perform, by Contractor, its officers, agents, or employees under this Agreement and the Contract, and from any and all costs and expenses, damages, liabilities, claims, and losses occurring or resulting to any person, firm, or corporation who may be injured or damaged by the Contract Number 24-27-M Agreement - 2 performance, or failure to perform, of Contractor, its officers, agents, or employees under this Agreement and the Contract. The Certificate of Insurance shall be issued to the County of Fresno and all other participating agencies, whether or not said agencies are named herein, who contribute to the cost of the work or have jurisdiction over areas in which the work is to be performed and all officers and employees of said agencies while acting within the course and scope of their duties and responsibilities. In the event Contractor fails to keep in effect at all times insurance coverage as herein provided, the Owner may, in addition to other remedies it may have, suspend or terminate this Agreement upon the occurrence of such event. All policies shall be with admitted insurers licensed to do business in the State of California. Insurance purchased shall be purchased from companies possessing a current AM Best Company rating of A FSC VII or better. Without limiting the Owner's right to obtain indemnification from Contractor or any third parties, Contractor, at its sole expense, shall maintain in full force and effect, the following insurance policies or a program of self-insurance, including but not limited to, an insurance pooling arrangement or Joint Powers Agreement (JPA) throughout the term of the Agreement: A. Commercial General Liability Commercial General Liability Insurance with limits not less than those shown in the following table: Liabilit Insurance Requirements For each Aggregate for General Umbrella or Total bid occurrences products/completed aggregateb excess operation liabilit ° 15 $1,000,000 $1,000,000 $2,000,000 $2,000,000 $5,000,000 > $1,000,000 :5 $10,000,000 $1,000,000 $2,000,000 $2,000,000 $10,000,000 > $10,000,000 < $25,000,000 $2,000,000 $2,000,000 $4,000,000 $15,000,000 > $25,000,000 $2,000,000 $2,000,000 $4,000,000 $25,000,000 'Combined single limit for bodily injury and property damage. bThis limit must apply separately to your work under this Contract. °The umbrella or excess policy must contain a clause stating that it takes effect (drops down) in the event the primary limits are impaired or exhausted. This policy shall be issued on a per occurrence basis. Owner may require specific coverages including completed operations, products liability, contractual liability, Explosion-Collapse- Underground, fire legal liability, or any other liability insurance deemed necessary because of the of the nature of this Contract. Such Commercial General Liability insurance shall name the County of Fresno, its officers, agents, and employees, individually and collectively, as additional insured, but only insofar as the operations under this Agreement and Contract are concerned. Such coverage for additional Contract Number 24-27-M Agreement - 3 insured shall apply as primary insurance and any other insurance, or self-insurance, maintained by Owner, its officers, agents and employees shall be excess only and not contributing with insurance provided under Contractor's policies herein. This insurance shall not be cancelled or changed without a minimum of thirty (30) days advance written notice given to Owner. Contractor shall obtain endorsements to the Commercial General Liability insurance policy naming the County of Fresno as an additional insured and providing for a thirty (30) day prior written notice of cancellation or change in terms or coverage. Within eight (8) days from date Contractor executes this Agreement, Contractor shall provide certificates of insurance and endorsement as stated above with the applicable contract number for all of the foregoing policies, as required herein, to the County of Fresno, or to designservices a(-).fresnocountyca.gov, stating that such insurance coverages have been obtained and are in full force; that the County of Fresno, its officers, agents and employees will not be responsible for an premiums on the policies; that such Commercial General Liability insurance names the County of Fresno, its officers, agents, and employees, individually and collectively, as additional insured, but only insofar as the operations under this Agreement and Contract are concerned; that such coverage for additional insured shall apply as primary insurance an any other insurance, or self- insurance shall not be cancelled or changed without a minimum of thirty (30) days advance, written notice given to Owner. Contractor shall obtain endorsements to the Commercial General Liability insurance naming the County of Fresno, its officers, agents, and employees, individually and collectively, as additional insured, but only insofar as the operations under this Agreement and Contract are concerned. Such coverage for additional insured shall apply as primary insurance and any other insurance, or self-insurance, maintained by Owner, its officers, agents, and employees shall be excess only and not contributing with insurance provided under Contractor's policies herein. This insurance shall not be cancelled or changed without a minimum or thirty (30) days advance written notice given to Owner. B. Automobile Liability Comprehensive Automobile Liability Insurance with limits of not less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage. Coverage must include any auto used in connection with this Agreement and Contract. C. Professional Liability If Contractor is a licensed professional or employs professional staff, (e.g., Architect, Engineer, Surveyor, etc.) in providing services, Professional Liability Insurance with limits of not less than One Million Dollars ($1,000,000.00) per occurrence, Three Million Dollars ($3,000,000.00)annual aggregate with a provision for three (3) year tail coverage. D. Worker's Compensation A policy of Worker's Compensation insurance as may be required by the California Labor Code. ARTICLE VI. Contractor represents that he or she has secured the payment of Worker's Compensation in compliance with the provisions of the Labor Code of the State of California and during the performance of the work contemplated herein will continue to comply with said provisions of said Code. Contractor shall supply the Owner with certificates of insurance evidencing that Worker's Compensation Insurance is in effect and providing that the Owner will Contract Number 24-27-M Agreement - 4 receive ten (10) days' notice of cancellation. If Contractor self-insures Worker's Compensation, Certificate of Consent to Self-insure should be provided to the Owner. ARTICLE VII. The Contractor shall forthwith furnish a faithful performance bond in an amount equal to one hundred percent (100%) of the Contract price and a payment bond in an amount equal to one hundred percent (100%) of the Contract price, both bonds to be written by a surety company acceptable to the Owner and in the form prescribed by law. The payment bond shall contain provisions such that if the Contractor or their subcontractors shall fail to pay (a) amounts due under the Unemployment Insurance Code with respect to work performed under the Contract, or (b) any amounts required to be deducted, withheld and paid over to the Employment Development Department and to the Franchise Tax Board from the wages of the employees of the Contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor,then the surety will pay these amounts. In case suit is brought upon the payment bond, the surety will pay a reasonable attorney's fee to be fixed by the court. ARTICLE VIII. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. Except as provided in Labor Code section 1725.5(f), no contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. Except as provided in Labor Code section 1725.5(f), no contractor or subcontractor may be awarded a contract for public work on a public works project or engage in the performance of work on any public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. Contractor shall comply with all applicable laws and regulations relating to wages and employment, including all requirements imposed by the California Department of Industrial Relations (DIR). Contractor shall cooperate with Owner to furnish timely all information necessary for Owner's completion of the form required to be submitted by Owner when registering the Project on the DIR website; and Owner thereafter shall provide to Contractor the "Project ID Number" assigned by DIR in order to facilitate Contactor's submission to DIR of its certified payrolls for the Project, in the manner required and using such form as may be prescribed by DIR, in accordance with the provisions of Labor Code section 1771.4(a)(3). ARTICLE IX: Governing Law— Venue for any action arising out of or relating to this Agreement and Contract shall be in Fresno County, California. This Agreement and Contract shall be governed by the laws of the State of California. ARTICLE X: EXECUTIVE ORDER N-6-22: Under Executive Order N-6-22 as a contractor, subcontractor, or grantee, compliance with the economic sanctions imposed in response to Russia's actions in Ukraine is required, including with respect to, but not limited to, the federal executive orders identified in the EO and the sanctions identified on the U.S. Department of the Treasury website https://ofac.treasury.gov/sanctions-programs-and-country-information/russia- related-sanctions. Failure to comply may result in the termination of contracts or grants, as applicable. Specially Designated Nationals and Blocked Persons List (SDN) (https://sanctionslist.ofac.treas.gov/Home/SdnList). Contract Number 24-27-M Agreement - 5 This Contract, 24-27-M,was awarded by the Board of Supervisors on June 10, 2025. It has been reviewed by the Department of Public Works and Planning and is in proper order for signature of the Chairman of the Board of Supervisors. IN WITNESS WHEREOF, they have executed this Agreement this I' day of �U U 12025 Yarbs Grading and Paving, Inc. COUNTY OF FRESNO (CONTRACTOR) (OWNER) By .7 By Ernest"Buddy" Me , Chairman of the Board of Supervisors of the County of Fresno Title President ATTEST: Bernice E. Seidel Clerk of the Board of Supervisors County of Fresno, State of California By Deputy Contract Number 24-27-M Agreement-6