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HomeMy WebLinkAboutAGENDA REPORT 2020 0603 REG CCSA ITEM 10BCITY OF MOORPARK, 
CALIFORNIA City Council Meeting of June 03, 2020 ACTION Approved staff recommendation. BY B.Garza. B. Consider Design Specification and Authorization to Advertise for Bids for the 2020 Slurry Seal and Pavement Rehabilitation Project (MPK 20-01). Staff Recommendation: Approve the Design Specification for the 2020 Slurry Seal and Pavement Rehabilitation Project (MPK 20-01) and authorize staff to advertise to obtain construction bids. (Staff: Dan Kim) Item: 10.B. MOORPARK CITY COUNCIL AGENDA REPORT TO: Honorable City Council FROM: Sean Corrigan, City Engineer/Public Works Director BY: Daniel Kim, Senior Civil Engineer DATE: 06/03/2020 Regular Meeting SUBJECT: Consider Design Specification and Authorization to Advertise for Bids for the 2020 Slurry Seal and Pavement Rehabilitation Project (MPK 20-01) BACKGROUND The City of Moorpark uses five methods for pavement preservation, maintenance, and reconstruction: 1) crack fill, 2) slurry seal, 3) Asphalt Rubber Aggregate Membrane (ARAM), 4) asphalt overlay, and 5) reconstruction. Each method is progressively employed to rejuvenate the roadway surface. The method used for each road is based on the condition of the roadway pavement. Roads in optimum condition receive a crack fill/slurry seal. Roads in non-optimum condition receive ARAM or asphalt overlays. Roads in the worst condition will be reconstructed. Staff has determined that the residential streets in the Downtown and Shasta Area neighborhoods are in need of pavement rehabilitation. Existing street conditions include surface cracking, potholes, and deteriorated pavement along drainage flow lines. DISCUSSION The proposed scope of work primarily consists of crack-filling, placement of approximately 750,000 square feet of Type 2 slurry seal, and removal and replacement of approximately 145,000 square feet of asphaltic concrete pavement. The Downtown area residential neighborhood has a crowned street section without a concrete gutter structure. Over time, the drainage conveyance of both wet and dry weather runoff have caused the asphalt concrete to erode, creating large potholes and distressed pavement. A significant portion of the replacement of asphaltic concrete pavement, and associated project costs, is for pavement rehabilitation along the drainage flow lines. Please refer Item: 10.B. 185 Honorable City Council 06/03/2020 Regular Meeting Page 2 to the location map (Attachment 1) for the proposed road work. The following is a list of streets that staff is recommending for repairs and slurry seal: Downtown Area Neighborhood • Dorothy Avenue • Ruth Avenue • Second Street • Sarah Avenue • Susan Avenue • Roberts Avenue • Esther Avenue • Sherman Avenue • Millard Street • Harry Street Shasta/Sierra Area Neighborhood • Sierra Avenue • Shasta Avenue • Diablo Avenue • Palomar Avenue • Whitney Avenue • Lassen Avenue • Lassen Court • Everest Avenue The City Engineer/Public Works Director has reviewed the Design Specification for the subject project and has determined that the documents were prepared in accordance with reasonable, professional engineering judgment, and with due consideration for public safety. Copies of the Design Specification are provided as Attachment 2. The public may also review the documents at the Public Counter at City Hall. The tentative project schedule is as follows: Plans and Specifications Approval 6/3/2020 Advertise for bids To be determined Bid Opening To be determined Award of Construction Contract To be determined Notice to Proceed To be determined Construction Completion To be determined At this juncture, staff has finalized the scope of work and the project Plans and Specifications and is requesting approval from the City Council to solicit bid proposals from qualified construction contractors. The current COVID-19 situation and its short and long-term impacts on the Downtown and Shasta area neighborhood residents will be considered when developing the actual construction schedule. Pavement rehabilitation projects on residential streets can be impactful to the local residents and staff will be considering these factors for construction scheduling and sequencing. Due 186 Honorable City Council 06/03/2020 Regular Meeting Page 3 to the sheltering in place requirements, many families remain at home in neighborhood where parking is already difficult. FISCAL IMPACT No fiscal impact with the associated staff recommendation at this time. Staff will return to City Council for bid award and schedule. The project is identified in the City’s Capital Improvement Program as CIP M0047. The Funding Source is Fund 2416 – State Road Maintenance and Rehabilitation Fund. This funding is provided under the authority of Senate Bill 1. COUNCIL GOAL COMPLIANCE This action does not support a current strategic directive. STAFF RECOMMENDATION Approve the Design Specification for the 2020 Slurry Seal and Pavement Rehabilitation Project (MPK 20-01) and authorize staff to advertise to obtain construction bids. Attachment 1: Location Map Attachment 2: Design Specification 187 ATTACHMENT 1 188 189 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS NOTICE TO BIDDERS, CONTRACT PROPOSAL, AND SPECIFICATIONS FOR THE CONSTRUCTION OF 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT DOWNTOWN AND SHASTA AREAS Specification No. MPK 20-01 JANICE PARVIN, MAYOR CHRIS ENEGREN, COUNCILMEMBER ROSEANN MIKOS, Ph.D., COUNCILMEMBER DAVID POLLOCK, COUNCILMEMBER KEN SIMONS, COUNCILMEMBER TROY BROWN, CITY MANAGER SEAN CORRIGAN, P.E., CITY ENGINEER/PUBLIC WORKS DIRECTOR BIDS TO BE OPENED ON (to be determined) AT 3:00 P.M. Prices: Online No charge Picked Up $30.00 Mailed $40.00 City Clerk 799 Moorpark Avenue Moorpark, CA 93021 (805) 517-6223 ATTACHMENT 2 190 Specification No. MPK 20-01 1 2020 Slurry Seal and Pavement Rehabilitation Project CITY OF MOORPARK CONSTRUCTION DOCUMENTS FOR NAME: 2020 Slurry Seal and Pavement Rehabilitation Project LOCATION: Downtown and Shasta Areas SPECIFICATION NO.: MPK 20-01 DATE: to be determined PREPARED BY: _________________________________ Daniel Kim, P.E. Senior Civil Engineer City of Moorpark REVIEWED BY: _________________________________ Sean Corrigan, P.E. City Engineer/Public Works Director City of Moorpark 191 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 2 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS NOTICE TO BIDDERS, SUBCONTRACTORS, AND SUPPLIERS If you discover any error or omission in the plans, specifications, or proposal, or have any question concerning the bidding documents, please contact: Daniel Kim City Engineer/Public Works Department City of Moorpark 799 Moorpark Avenue Moorpark, CA 93021 Telephone: (805) 517-6255 email: dkim@moorparkca.gov Advise the person answering the phone that you have a "Bidding Question." Please do not call other staff members or consultants. All bids must be sealed and submitted at, or before 3:00 p.m., on (to be determined), to the following: City Clerk City of Moorpark 799 Moorpark Avenue Moorpark, CA 93021 After the bid opening, bid results may be obtained by calling the Public Works Department. After Notice to Proceed is issued to the successful bidder, all contacts should be through Daniel Kim, Senior Civil Engineer, at (805) 517-6255. NOTE: Please mark on the outside of the envelope (and Express shipment envelope, if applicable): 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT DOWNTOWN AND SHASTA AREA Sealed Bids – Do Not Open With Regular Mail Bids to be opened at 3:00 p.m. on to be determined 192 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 3 TABLE OF CONTENTS Notice Inviting Sealed Bids ........................................................................... Page 4 Bid Terms and Conditions ............................................................................ Page 8 Proposal ....................................................................................................... Page 16 Documents for Execution by Successful Bidder ........................................... Page 41 Agreement / Bonds / Insurance / Etc. ........................................................... Page 43 Standard Specifications ................................................................................ Page 73 Special Provisions ........................................................................................ Page 88 900 Special Conditions ....................................................................... Page 89 901 Special Construction Requirements ............................................. Page 93 902 Traffic Control, Construction Signing & Traffic Maintenance ........ Page 98 903 Stormwater Pollution Control ........................................................ Page 102 904 Street Surface Preparation ........................................................... Page 104 905 Slurry Seal .................................................................................... Page 107 906 Remove & Replace Asphalt Concrete .......................................... Page 116 907 Asphalt Tack Coat ........................................................................ Page 118 908 Protect Survey Monumentation .................................................... Page 120 909 Portland Cement/Concrete Improvements ................................... Page 121 910 Traffic Signing & Pavement Delineation ....................................... Page 124 911 Adjust Utility and Survey Monument Covers ................................ Page 129 912 Release on Contract .................................................................... Page 131 Appendices .................................................................................................. Page 132 List of Appendices ........................................................................................ Page 133 Appendix A: Release on Contract Appendix B: Notice to Property Owners and Residents Appendix C: Standard Plans and Details Appendix D: Location Exhibits and As-Built Drawings Appendix E: Ventura County Air Pollution Control Board Rule 55, Fugitive Dust Appendix F: Encroachment Permit Application and Standard Conditions Appendix G: Quality Assurance Program Appendix H: Wage Rates 193 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 4 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NOTICE INVITING SEALED BIDS FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 20-01 194 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 5 NOTICE INVITING SEALED BIDS Pursuant to statute and to the authorization approved by the Council of the City of Moorpark, California, on June 3, 2020, and on file in the office of the City Clerk of said City, NOTICE IS HEREBY GIVEN that sealed bids for the 2020 Slurry Seal and Pavement Rehabilitation Project will be received by the City Clerk, in the City Hall, 799 Moorpark Avenue, Moorpark, California, 93021, at or before 3:00 p.m. on (to be determined), at which time they will be publicly opened and read. The official bid clock, which will establish the official bid time, will be determined by the City Clerk's Division of the City of Moorpark. SCOPE OF WORK: The proposed improvements primarily consist of crack sealing and slurry seal for approximately 750,000 square feet of local residential and minor collector streets, approximately 145,000 square feet of removal and replacement of 4” asphalt concrete, replacement of traffic striping, and related work. The proposal shall be submitted and the work shall be performed by a Class A, State of California, licensed contractor and in strict conformance with the plans and specifications, as approved by the City Council on June 3, 2020 and now on file with the City Engineer/Public Works Department and the City Clerk. Plans and specifications can be viewed and downloaded, at no cost, online at www.moorparkca.gov. Copies of plans and specifications may be obtained by prospective bidders from the City Engineer/Public Works Department at 799 Moorpark Avenue, Moorpark, CA 93021, upon the payment of $30, plus $10 for handling fees, if mailed. All questions regarding the bid documents should be directed to Daniel Kim, Senior Civil Engineer, at (805) 517-6255. It is the bidder’s responsibility to check the City’s website for any addenda that may be issued for this project prior to submittal of the bid. Failure to submit the required Addenda Acknowledgment with the bid proposal will disqualify the bidder. All prospective bidders shall abide by the provisions of the Bid Terms and Conditions listed in the project's specifications. The City reserves the right to retain all proposals for a period of 90 days after the bid opening date for examination, comparison, and to delete any portion of the work from the Contract. The City reserves the right to determine and waive unsubstantial irregularities in any proposal, to reject any or all proposals, to reject one part of a proposal, and accept the other. The bid shall be balanced so that each bid item is 195 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 6 priced to carry its share of the cost of the work and also its share of the contractor’s overhead and profit. The City reserves the right to delete any bid item to the extent that the bid is qualified by specific limitation. An unbalanced bid shall be considered as grounds for rejecting the entire bid. The City further reserves the right to make award to the lowest responsible bidder as the interest of the City may require. The City will not consider awarding any contract, based upon any proposal submitted by any contractor, and the City will not consent to subletting any portions of the Contract to any subcontractor, located in a foreign country during any period in which such foreign country is listed by the United States Trade Representative as discriminating against U.S. firms in conducting procurements for public works projects. No Contractor, or subcontractor, shall be listed on a bid proposal or awarded a contract for a public works project unless registered with the Department of Industrial Relations, pursuant to Labor Code section 1725.5. This project is subject to compliance, monitoring, and enforcement by the Department of Industrial Relations. In accordance with the provisions of Division 2, Part 7, Chapter 1 of the California Labor Code, the California Department of Industrial Relations has established the general prevailing rates of per diem wages for each craft, classification, and type of work needed to execute contracts for public works and improvements. The per diem wages published at the date the contract is advertised for bids shall be applicable. Copies of the prevailing rate of per diem wages are on file at the California Department of Industrial Relations, https://www.dir.ca.gov/Public-Works/Prevailing-Wage.html. Future effective wage rates, which have been predetermined and on file with the Department of Industrial Relations, are referenced but not printed in said publication. The new wage rates shall become effective on the day following the expiration date and apply to this Contract in the same manner as if they had been included or referenced in this Contract. Furthermore, the current Federal General Wage Determinations for this project, as predetermined by the Secretary of Labor, are set forth in these Special Provisions. If there is a difference in the Federal minimum wage rates and the California Department of Industrial Relations for similar classifications of labor, the contractor and their subcontractors shall pay not less than the higher wage rate. The wage rate for any classification not listed by the Federal Department of Labor or the California Department of Industrial Relations, but which may be required to execute the proposed contract, shall be in accord with specified rates for similar or comparable 196 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 7 classifications or for those performing similar or comparable duties, within the Agency’s determinations. The Contractor may substitute securities for retention monies pursuant to Public Contract Code, Section 22300. 197 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 8 CITY OF MOORPARK CITY ENGINEER/PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION BID TERMS AND CONDITIONS FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 20-01 198 Specification No. MPK 20-01 9 2020 Slurry Seal and Pavement Rehabilitation Project BID TERMS AND CONDITIONS Requirement to Meet All Bid Provisions – Each bidder shall meet all of the specifications and bid terms and conditions. By virtue of the bid submission, the bidder acknowledges agreement with and acceptance of all provisions of the specifications, except as expressly qualified in the proposal. Unsubstantial deviations may be considered, provided that the bidder submits a full description and explanation of and justification for the proposed deviations. Whether any proposed deviation is unsubstantial will be determined by the City in its sole discretion. DIR Registration – In accordance with the provisions of the California Labor Code, Section 1771.1, as amended by SB 854, unless registered with the Department of Industrial Relations (DIR), a contractor may not bid, not be listed as a sub-contractor, for any bid proposal submitted for public work on or after March 1, 2015, with certain expectations as set forth in Labor Code 1771.1(a). Further, a public entity cannot award a Public Works contract to a non-registered contractor or sub-contractor, effective April 1, 2015. As such, bidders must be registered with DIR. If any contractor, or sub- contractor, listed in a bid or proposal is believed to be exempt from registration, as set forth in Labor Code 1771.1(a), the bid proposal must set forth the claimed exemption. Failure to provide evidence of registration, or a valid exemption, at the time of bid submittal shall render the bid as non-responsive and shall act as a bar to award the Contract to any bidder not registered with DIR. License – In accordance with the provisions of California Public Contract Code Section 3300, the City has determined that the Contractor shall possess a valid applicable Class A Contractor's License at the time the bid is submitted. Failure to possess the specified license shall render the bid as non-responsive and shall act as a bar to award the Contract to any bidder not possessing said license at the time of bid submittal. Maintenance of License – The Contractor must be properly licensed as a contractor from Contract Award through Contract Acceptance (Public Contract Code § 10164). Communications Regarding Bid – If a prospective bidder is in doubt as to the true meaning or intent of any part of the Contract Documents, or discovers discrepancies or omissions, the bidder may submit to the City Engineer a written request for an interpretation or a correction thereof. Interpretations or corrections of the Contract Documents shall be made only by addendum duly issued by the City Engineer. A copy of such addendum will be mailed or delivered to each potential bidder receiving a set of the Contract Documents. Such addendum shall be considered a part of, and incorporated, into the Contract Documents. 199 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 10 All timely requests for information submitted in writing will receive a written response from the City. Timely requests are those in which the City, in its sole judgment, can reasonably respond to before bid closing. Telephone communications with city staff are not encouraged, but will be permitted. However, any such verbal communication shall not be binding on the City. Sales Tax Reimbursements – For sales occurring within the City of Moorpark, the City is reimbursed a portion of the sales tax paid. Therefore, for bids from retail firms located in the City of Moorpark at the time of bid closing, for which sales tax is allocated to the City of Moorpark, 1% of the taxable amount of the bid will be deducted from the bid by the City in the calculation and determination of the lowest responsible bid (the 1% being the same percentage reimbursed to the City on the taxable amount of all purchases occurring within the City). In order to receive the 1% adjustment for sales tax reimbursed to the City, bids from contractors who intend to purchase taxable materials, supplies, or services in the City of Moorpark must indicate in the bid submittal the amount of sales tax which is to be deducted from the bid. Additionally, when a contractor's bid receives such an adjustment and becomes the lowest responsible bid, the contract amount will be reduced by the amount of the sales tax reimbursement indicated in the bid submittal. The Contractor will subsequently be reimbursed the amount deducted upon submission and verification of source documentation of the purchase of taxable materials, supplies, or services in the City of Moorpark in accordance with the bid submittal. In no case, however, shall the Contractor be reimbursed an amount greater than the amount of the adjustment indicated in the bid submittal. Contractors who furnish their own supplies or materials and calculate a tax paid to them are not eligible for the sales tax adjustment since the sales tax is allocated to the County and not the City. Bidder's Bond Requirement – Bidders shall provide a properly executed Bidder's Bond (contained herein), cashier's check, or other bidder's security payable to the City of Moorpark to accompany the Proposal in the amount of ten percent (10%) of the total bid. The proceeds thereof will become the property of the City if the bidder fails to or refuses to execute the contract within ten (10) calendar days after the City has notified the bidder of intent to award the bid or within ten (10) calendar days after notice of the award has been sent by mail to the bidder, whichever occurs first. Additionally, the proceeds of the bidder's bond will become the property of the City if the bidder fails to or refuses to furnish satisfactory bonds or evidence of insurance required in the contract construction documents within ten (10) days after the bid has been awarded. The bond shall be sufficient and duly executed by a surety admitted to do business in the State of California. All bid bonds or substitutes therefore will be returned upon timely execution 200 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 11 of the Contract and the filing of satisfactory insurance certifications and bonds by successful bidder. Bid Submission – Each bid must be submitted on the form(s) provided in the Proposal. The Proposal shall be enclosed in an envelope which shall be sealed and addressed to the City Clerk, City of Moorpark, 799 Moorpark Avenue, Moorpark, California 93021. In order to guard against premature opening, the Proposal shall be clearly labeled with the bid title, name of bidder, and date and time of bid opening. If proposal is delivered to the City via Express Delivery, or other priority mail service, the above information must also be included on the outside shipment envelope. Submission of One Bid Only – No individual, or business entity of any kind, shall be allowed to make or file or to be interested in more than one bid, except an alternative bid when specifically requested. However, an individual who has quoted prices on materials to a bidder submitting a Proposal is not thereby disqualified from quoting prices to other bidders submitting proposals. Bid Withdrawal – A bidder may withdraw its Proposal without prejudice prior to the time specified for the bid opening by submitting a written request to the City Clerk for its withdrawal. If this occurs, the Proposal will be returned to the bidder unopened. No proposal received after the time specified or at any place other than the place stated in the Notice Inviting Bids will be considered. All bids will be opened and declared publicly. Bidders, or their representatives, are invited to be present at the opening of the bids. Bid Quotes and Unit Price Extensions – The extensions of unit prices for the quantities indicated and the lump sum prices quoted by the bidder must be entered in figures in the spaces provided on the Bid Submission Form(s). The Bid Submission Form(s) must be totally completed. If the unit price and the total amount stated by any bidder for any item are not in agreement, the unit price alone will be considered as representing the bidder's intention and the total will be corrected to conform to the specified unit price. Bid Retention and Award – The City reserves the right to retain all proposals for a period of 90 days after the bid opening date for examination and comparison. The City also reserves the right to determine and waive unsubstantial irregularities in any proposal, to reject any or all proposals, to reject one part of a proposal and accept the other, except to the extent that the proposals are qualified by specific limitations, and to make award to the lowest responsible bidder as the interest of the City may require. 201 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 12 Labor Actions – In the event that the successful bidder is experiencing a labor action at the time of the award of the bid (or if its suppliers or subcontractors are experiencing such a labor action), the City reserves the right to declare said bidder is no longer the lowest responsible bidder and may accept the next acceptable low bid from a bidder that is not experiencing a labor action and declare it to be the lowest responsive and responsible bidder. Contract Requirement – The bidder to whom award is made, or notice of intent is given, shall execute a written contract with the City within ten (10) calendar days after notice of the award has been sent by mail to the address given in the Proposal or within ten (10) calendar days after receipt by bidder of oral communication of the intent to award, whichever occurs first. The Contract shall be made in the form adopted by the City and incorporated in these specifications. The bidder warrants that bidder possesses, or has arranged through subcontracts, all capital and other equipment, labor and materials to carry out and complete the work hereunder in compliance with all Federal, State, County, City and Special District Laws, Ordinances, and Regulations which are applicable; and further, bidder shall comply with all Federal, State, County, City and Special District Laws, Ordinances, and Regulations which are applicable. Failure to Accept Contract – If upon notification of intent to award the bid by the City, the bidder fails to enter into the Contract within the specified time period, the pending award will be cancelled. Any bid security will be forfeited in accordance with these Bid Terms and Conditions if a bidder's bond or security is required. An award may be made to the next lowest responsible bidder who shall fulfill every term and condition of the bid. Business Registration – The City's Business Registration Ordinance requires that a Business Registration Receipt be obtained before any business, trade, profession, enterprise, establishment, occupation, or calling is conducted within the City. Additional information regarding the City's Business Registration program may be obtained by calling (805) 517-6233. Faithful Performance Bond Requirement – The bidder to whom the Contract is awarded (Contractor) shall execute the Contract and furnish a surety bond in the amount of 100% of the Contract bid price guaranteeing the faithful performance of the Contract. The bond shall remain in force for a period of one year after the date of recordation of Notice of Completion by City. The bond shall be sufficient and duly executed by a surety admitted to do business in the State of California. Material Suppliers and Laborer Bond Requirement – The Contractor shall furnish a surety bond by an admitted surety in the amount of 100% of the Contract bid price to 202 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 13 secure the payment of claims for materials and labor provided by others in performing the work. The bond shall be sufficient and duly executed by a surety admitted to do business in the State of California. Antitrust Claims – In accordance with Section 4552 of the Government Code, in submitting a bid to a public purchasing body, the bidder offers and agrees that if the bid is accepted, it will assign to the purchasing body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act [Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code], arising from purchases of goods, materials or services by the bidder for sale to the purchasing body pursuant to the bid. Such assignment shall be made and become effective at the time the purchasing body tenders final payment to the bidder. This assignment shall be made and become effective at the time the awarding body tenders final payment to the bidder without further acknowledgment by the parties. Bid Rigging – The U.S. Department of Transportation (DOT) provides a toll-free hotline to report bid rigging activities. Use the hotline to report bid rigging, bidder collusion, and other fraudulent activities. The hotline number is (800) 424-9071. The service is available 24 hours 7 days a week and is confidential and anonymous. The hotline is part of the DOT's effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. Prevailing Wages and Minority Group Skill Upgrade and Employment – Bidders are hereby notified that pursuant to the provisions of the California Labor Code, the California Department of Industrial Relations has ascertained the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which this work is to be performed for each craft, classification, or type of worker needed to execute the Contract. Such wage scale is set forth at length in a Schedule of Prevailing Rates of Wages that is on file at the California Department of Industrial Relations and is available at: https://www.dir.ca.gov/OPRL/DPreWageDetermination.htm The published prevailing wage rates that the Contractor shall pay are hereby incorporated in and made a part these Bid Terms and Conditions. The bidder, to whom the Contract is awarded, shall assist in locating, qualifying, hiring, and increasing the skills of minority group employees and applicants for employment, as set forth in Executive Orders 11246 and 11375. 203 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 14 For Federally funded projects, the current Federal General Wage Determinations shall apply for this project, as predetermined by the Secretary of Labor. If there is a difference in the Federal minimum wage rates and the California Department of Industrial Relations for similar classifications of labor, the Contractor and its sub- contractors shall pay not less than the higher wage rate. The wage rate for any classification not listed by the Federal Department of Labor or the California Department of Industrial Relations, but which may be required to execute the Contract, shall be in accord with specified rates for similar or comparable classifications or for those performing similar or comparable duties, within the Agencies’ determinations. Public Records Act – All information contained in the Proposal, and the Proposal itself, is public information once opened, unless it is bona fide trade secret information and is labeled as such. Any California Public Records Act request for information labeled as a trade secret shall be forwarded to the bidder for legal defense. Failure on the part of the bidder to promptly defend against any such request or action shall be deemed an unqualified waiver of the confidentiality of all trade secret information in the Proposal. Recycled Purchase Requirement – Bidders are hereby notified that pursuant to the provisions of Sections 22150 – 22154 of the California Pubic Contract Code, the City is required to purchase recycled products, as defined in Section 12200 of the same Code, if the product fitness and quality are equal to the non-recycled product and available at the same or a lesser total cost than non-recycled items. Bidders shall offer products and prices to the City that meets these requirements. Accuracy of Specifications – The specifications and the plans for this project are believed by the City to be accurate and to contain neither misrepresentation nor any concealment of any material fact. Bidders are cautioned to undertake an independent analysis of any test results in the specifications, as the City does not guarantee the accuracy of its interpretation of test results contained in the bid package. In preparing its proposal, bidder and all subcontractors named in bidder's proposal shall bear sole responsibility for bid preparation errors resulting from any misstatements or omissions in the plans and specifications, which could have been ascertained by examining either the project site or accurate test data in the City's possession. Although the effect of ambiguities or defects in the plans and specifications will be as determined by law, any patent ambiguity or defect shall give rise to a duty of bidder to inquire prior to bid submission. Failure to so inquire shall cause any such ambiguity or defect to be construed against the bidder and/or waiver of any defect by the bidder. An ambiguity or defect shall be considered patent if it is of such a nature that the bidder, assuming reasonable skill, ability, and diligence on bidder's part, knew or should have 204 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 15 known of the existence of the ambiguity or defect. Furthermore, failure of the bidder or subcontractors to notify City in writing of bid specifications or plans defects or ambiguities prior to bid submission shall waive any right to assert said defects or ambiguities subsequent to submission of the bid. To the extent that these specifications constitute Performance Specifications, the City shall not be liable for costs incurred by the successful bidder to achieve the project's objective or standard beyond the amounts provided therefore in the bid. In the event that, after awarding the bid, any dispute arises as a result of any actual or alleged ambiguity or defect in the plans and/or specifications, or over any other matter whatsoever, Contractor shall immediately notify City in writing and Contractor and all subcontractors shall continue to perform, irrespective of whether or not the ambiguity or defect is major, material, minor or trivial, and irrespective of whether or not a change order, time extension, or additional compensation has been granted by City. Failure to provide the hereinbefore described written notice within one (1) working day of Contractor's becoming aware of the facts giving rise to the dispute shall constitute a waiver of the right to assert the causative role of the defect or ambiguity in the plans or specifications concerning the dispute. Buy America Requirements – For all Federally funded projects, the “Buy America” requirements of Title 23 United States Code, Section 313, and the regulations adopted pursuant thereto, shall apply. 205 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 16 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PROPOSAL FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 20-01 CONTRACTOR NAME: _________________________________ SUBMIT PAGES 16 THROUGH 40 FULLY EXECUTED WITH THIS PROPOSAL I I 206 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 17 LIST OF DOCUMENTS TO BE SUBMITTED WITH PROPOSAL FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT Bid Proposal Cover Page .............................................................................. Page 16 List of Documents to be Submitted with Proposal .......................................... Page 17 Proposal Sheet ............................................................................................... Page 18 Instructions for Signing Proposal, Bonds, and Contract ................................. Page 19 Contractor’s Proposal Statement ................................................................... Page 20 Proposed Schedule of Work and Prices ......................................................... Page 22 Bidder’s Bond to Accompany Proposal .......................................................... Page 27 Form to Accompany Bid Bond ........................................................................ Page 28 Statement of Bidder’s Qualifications and References .................................... Page 29 Statement of Bidder’s Past Contract Disqualifications .................................... Page 31 Questionnaire Regarding Subcontractors ...................................................... Page 32 Bidder’s Statement of Subcontractors and Material Fabricators .................... Page 33 Non-Collusion Affidavit ................................................................................... Page 35 Equal Employment Opportunity Certificate ..................................................... Page 36 Debarment and Suspension Certification Title 49, Code of Federal Regulations Part 29 ............................................ Page 37 Industrial Safety Record Form ........................................................................ Page 38 Compliance with Environmental, Health, and Safety Standards .................... Page 39 Addenda Acknowledgement Form ................................................................. Page 40 207 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 18 DEPARTMENT OF PUBLIC WORKS PROPOSAL FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT Specification No.: MPK 20-01 Bids to be received on: (to be determined), at 3:00 p.m. Completion Time: 40 Consecutive Working Days after Receipt of Notice to Proceed Liquidated Damages: $1,000 per Calendar Day Number of Pages in Proposal: 25 CONTRACTOR Name Street Address City State Zip Code Telephone Number Fax Number Email The bid shall be balanced so that each bid item is priced to carry its share of the cost of the work and also its share of the contractor’s overhead and profit. The City reserves the right to delete any bid item to the extent that the bid is qualified by specific limitation. An unbalanced bid shall be considered as grounds for rejecting the entire bid. 208 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 19 INSTRUCTIONS FOR SIGNING PROPOSAL, BONDS AND CONTRACT Corporations a) Give name of Corporation. b) Signatures: President or Vice-president and Secretary or Assistant Secretary. c) Affix corporate seal and notary's acknowledgment. d) Others may sign for the corporation if the City has been furnished a certified copy of a resolution of the corporate board of directors authorizing them to do so. Partnerships a) Signatures: All members of partnership. One may sign if City has a copy of authorization. b) Affix notary's acknowledgment. Joint Ventures a) Give the names of the joint ventures. b) Signatures: All joint ventures. One may sign if City has a copy of authorization. c) Affix notary's acknowledgment. Individuals a) Signature: The individual. b) Affix notary's acknowledgment. c) Another may sign for the individual if the City has been furnished a notarized power-of-attorney authorizing the other person to sign. Fictitious Names a) Show fictitious names. b) Satisfy all pertinent requirements shown above. Bonds a) In addition to all pertinent requirements above, give signature of Attorney-in- fact and apply surety's seal and provide address and telephone number of said surety. PLEASE ADHERE TO THE APPLICABLE SIGNING INSTRUCTIONS. ALL BLANKS IN THE BID PROPOSAL MUST BE APPROPRIATELY RESPONSDED TO. IF AN ANSWER OR RESPONSE IS NOT APPLICABLE, PLEASE RESPOND WITH “N/A.” FAILURE TO DO SO MAY RENDER A BID AS NON-RESPONSIVE AND BE THE BASIS FOR REJECTING AN ENTIRE PROPOSAL. 209 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 20 CONTRACTOR'S PROPOSAL STATEMENT FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT City of Moorpark Moorpark, California 93021 Pursuant to the foregoing Notice Inviting Bids, the undersigned declares that he/she has carefully examined the location of the proposed work, that he/she has examined the Plans and Specifications and read the accompanying instructions to bidders, and hereby proposes to furnish all materials and to do all the work required to complete such work in accordance with such Plans and Specifications for the prices set forth in this Proposal. The undersigned has carefully checked all the figures in this Proposal and understands that City will not be responsible for any error or omission on the part of the undersigned in preparing this bid nor will City release the undersigned on account of such error or omission. The undersigned swears or affirms under penalty of perjury that the information regarding the Contractor's License is true and correct. The undersigned further agrees that in case of default in executing the required Contract within the applicable ten (10) calendar days or thereafter failing to provide the necessary bonds, within ten (10) calendar days after the contract has been fully executed, the proceeds of check or bond accompanying the bid shall become the property of the City of Moorpark. Licensed in accordance with an act providing for the registration of Contractor’s License No. ________________ Class ____________ , Expiration Date DIR Registration No. , Expiration Date 210 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 21 Names of Co-Partners or Corporate Officers and Titles: Signature of Bidder Title Signature of Bidder Title Name of Contractor or Firm Date of Submittal , 2020 Telephone No. (____) Address Doing Business as Individual/Partnership/Corporation State of Incorporation Federal Tax Identification Number: ALL SIGNATURES MUST BE NOTARIZED (ATTACH OR AFFIX EXECUTED ACKNOWLEDGEMENT FORM, AND CORPORATE SEAL IF APPLICABLE) 211 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 22 PROPOSED SCHEDULE OF WORK AND PRICES FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SCHEDULE A – DOWNTOWN AREA Item No. Payment Ref. Item Description Unit Quantity Unit Price Amount 1A 902-8 Traffic Control LS 1 2A 903-2 Storm Water Pollution Control LS 1 3A 904-5 Street Surface Preparation, Crack Filling LS 1 4A 905-5 Type 2 Slurry Seal SF 500,000 5A 906-6 Remove and Replace 4” AC SF 100,000 6A 909-5 Curb Ramp EA 27 7A 909-5 Install Detectable Warning Plates on Existing Ramps EA 17 8A 909-5 Cross Gutter SF 675 9A 910-7 STOP Legend (Thermo) EA 11 10A 910-7 12” White Limit Line (Thermo) LF 200 11A 910-7 STOP AHEAD Legend EA 2 12A 910-7 Arrow Type IV (LT) (Thermo) EA 1 13A 910-7 No Passing Zones – Two Direction Detail 21 (Thermo) LF 1,060 14A 910-7 Channelizing Line Detail 38A (Thermo) LF 80 15A 910-7 Blue Reflective Pavement Marker EA 17 16A 910-7 12” Yellow Ladder Crosswalk (Thermo) LF 1,483 17A 911-3 Adjust Manhole Covers EA 7 18A 911-3 Adjust Water Valve Covers EA 10 212 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 23 19A 911-3 Adjust Survey Monument Cover EA 1 20A 912-2 Release on Contract LS 1 $1.00 $1.00 Total Amount of Bid for Schedule A: $ (Price in words) Contractor’s Name: ___________________________ SCHEDULE B – SHASTA AREA Item No. Payment Ref. Item Description Unit Quantity Unit Price Amount 1B 902-8 Traffic Control LS 1 2B 903-2 Storm Water Pollution Control LS 1 3B 904-5 Street Surface Preparation, Crack Filling LS 1 4B 905-5 Type 2 Slurry Seal SF 250,000 5B 906-6 Remove and Replace 4” AC SF 45,000 6B 909-5 Cross Gutter SF 565 7B 909-5 Remove and Replace PCC Curb and Gutter LF 100 8B 909-5 Curb Ramp EA 26 9B 910-7 STOP Legend (Thermo) EA 9 10B 910-7 12” White Limit Line (Thermo) LF 200 11B 910-7 No Passing Zones – Two Direction Detail 21 (Thermo) LF 2,500 12B 910-7 Blue Reflective Pavement Marker EA 7 13B 911-3 Adjust Manhole Covers EA 7 14B 911-3 Adjust Water Valve Covers EA 4 I I 213 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 24 Total Amount of Bid for Schedule B: $ (Price in words) Contractor’s Name: ___________________________ BID SCHEDULE SUMMARY Total Amount of Bid for Schedule A: $ Total Amount of Bid for Schedule B: $ Combined Total (Schedules A and B): $ (Combined Total price in words) Contractor MUST bid on Schedules A and B. Combined Total will be the basis of award. Contractor’s Name: 214 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 25 PROPOSED SCHEDULE OF WORK AND PRICES 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT *ADDITIONS/DEDUCTIONS Adjusted Total Bid Amount in Words: **Sales Tax Adjustment (If Applicable) * Provisions are made for the bidder to include additions or deductions in price for bid item(s) to reflect last-minute adjustments in bidder's total bid amount. The bid item for which the addition or deduction in price is made shall be listed by the bidder as indicated above. The unit price for that item (if applicable) shall be adjusted by dividing the bid quantity into the new total amount as determined after adding or subtracting the amount listed by the contractor for such item. ** Sales tax deduction entered on this line is the amount the bid is to be reduced in order to receive credit for purchases made in the City of Moorpark pursuant to Bid Terms and Conditions, Sales Tax Reimbursements. The following addenda are acknowledged: Number Date (Bidder must fill in number and date of each addendum or may enter the word “None” if appropriate.) _ _ _ _ _ _ COMINBED TOTAL BID AMOUNT $_____________ Bid Item No. New Total Addition for: ___ __ +____________ Addition for: ___ __ +____________ Addition for: ___ __ +____________ Deduction for: ___ __ -____________ Deduction for: ___ __ -____________ Deduction for: ___ __ -____________ Adjusted Total Bid Amount: $_____________ 215 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 26 QUANTITIES OF WORK: The quantities of work or material stated on the Bid Schedule(s) are estimated amounts based on field observations. The City does not expressly, nor by implication, agree that the actual quantities of work or material will correspond therewith, and reserves the right after award to increase or decrease the quantity of any bid item by an amount up to 25 percent without a change in the bidder’s unit price. The City shall also have the right to delete any bid item in its entirety and receive full credit in the amount shown in the Bid Schedule(s) for the deleted item or work. I make this proposed Bid Amount and certify under penalty of perjury that all the statements in this proposal that I have signed are true and correct. Contractor’s Name Signature Date Signature Date Title Title ALL SIGNATURES MUST BE NOTARIZED (Attach or Affix Executed Acknowledgement Form) 216 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 27 BIDDER’S BOND TO ACCOMPANY PROPOSAL (in lieu of cash, certified or cashier’s check) KNOW ALL PERSONS BY THESE PRESENTS: That we, , as Principal, and , as Surety, acknowledge ourselves jointly and severally bound to the City of Moorpark, the obligee, for ten (10) percent of the total bid, to be paid to the City if the Proposal shall be accepted and the Principal shall fail to timely provide the City with complete DBE information as required by in the project Special Provisions, (if applicable), or fails to execute the Contract tendered by the City within the applicable time specified in the Bid Terms and Conditions, or fails to furnish either the required Faithful Performance or Labor and Material Bonds, or fails to furnish evidence of insurance as required in the Standard Specifications, then this obligation shall become due and payable, and Surety shall pay to obligee, in case suit is brought upon this bond in addition to the bond amount hereof, court costs and a reasonable attorney's fee to be fixed by the court. If the Principal executes the contract and furnishes the required bonds and evidence of insurance as provided in the contract documents, this bond shall be extinguished and released. It is hereby agreed that bid errors shall not constitute a defense to forfeiture. WITNESS our hands this day of , 2020. Principal By Title By Title Surety By Title 217 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 28 FORM TO ACCOMPANY BID BOND STATE OF CALIFORNIA ) COUNTY OF ) SS. CITY OF ) On this day of , 2020, before me, the undersigned, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared know to be the of and the same person whose name is subscribed to the within instrument as the of said and the said duly acknowledged to me that he/she subscribed the name of thereto as Surety and his/her own name as . IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in the certificate first above written. Notary Public in and for said County and State aforesaid. If certified or cashier’s check is submitted herewith, state check number and amount $ . 218 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 29 STATEMENT OF BIDDER’S QUALIFICATIONS AND REFERENCES The bidder is required to state the bidder's financial ability and a general description of similar work performed. Required Qualifications: Bidders must hold a valid State of California Contractor's License (“A”) at the time the bid is submitted to the City, and must have satisfactorily completed at least three Southern California municipal projects in the last five years of comparable size to the scope of this project. Number of years engaged in providing the work included within the scope of the specifications under the present business name: List and describe fully the last three contracts performed by your firm which demonstrate your ability to complete the work included with the scope of the specifications. Attach additional pages if required. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications. Reference No. 1 Customer Name: Contact Individual: Phone No. Address: Contract Amount: Year: Description of work done: Reference No. 2 Customer Name: Contact Individual: Phone No. Address: Contract Amount: Year: Description of work done: 219 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 30 Reference No. 3 Customer Name: Contact Individual: Phone No. Address: Contract Amount: Year: Description of work done: THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE STATEMENTS AND CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL. 220 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 31 STATEMENT OF BIDDER’S PAST CONTRACT DISQUALIFICATIONS Pursuant to Section 10162 of the Public Contract Code the bidder shall state whether such bidder, any officer or employee of such bidder who has a proprietary interest in such bidder has 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; and if so, explain the circumstances. 1. Do you have any disqualification, removal, etc., as described in the above paragraph to declare? Yes _______ No _______ 2. If Yes, explain the circumstances. ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ _________________________ THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE STATEMENTS AND CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL. 221 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 32 QUESTIONNAIRE REGARDING SUBCONTRACTORS Bidder shall answer the following questions and submit with the proposal. 1. Were bid depository or registry services used in obtaining subcontractor bid figures in order to compute your bid? Yes( ) No ( ) 2. If the answer to No. 1 is “yes”, please forward a copy of the rules of each bid depository you used with this questionnaire. 3. Did you have any source of subcontractors’ bids other than bid depositories? Yes ( ) No ( ) 4. Has any person or group threatened you with subcontractor boycotts, union boycotts or other sanctions to attempt to convince you to use the services or abide by the rules of one or more bid depositories? Yes ( ) No ( ) 5. If the answer to No. 4 is “yes”, please explain the following details: (a) Date: (b) Name of person or group: (c) Job involved (if applicable): (d) Nature of threats: (e) Additional comments: (Use additional paper if necessary) THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE STATEMENTS AND CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL. 222 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 33 BIDDER’S STATEMENT AND LIST OF SUBCONTRATORS AND MATERIAL FABRICATORS Without exception, the bidder is required to state the name and address of each subcontractor and the portion of the work which each will do as required by Section 3-3, “Subcontracts”, of the Standard Specifications and in conformance with Public Contracts Code, Sections 4100 to 4113, inclusive. Without limiting the generality of the foregoing, any contractor making a bid or offer to perform the work, shall set forth in the Proposal: (a) The name and the location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater; and (b) The portion of the work which will be done by each subcontractor. The prime contractor shall list only one subcontractor for each portion. The undersigned submits herewith a list of subcontractors in conformance with the foregoing: Name Under Which Subcontractor is Licensed License No. & Class Business Address Specific Description of Subcontract and Portion of the Work to be Done Signature(s) required on following page. (Attach additional pages if necessary) 223 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 34 BIDDER’S STATEMENT OF SUBCONTRATORS AND MATERIAL FABRICATORS (Continued) Signature(s) of Bidder Date Signature(s) of Bidder Date Title Title ALL SIGNATURES MUST BE NOTARIZED (Attach or Affix Executed Acknowledgement Form) 224 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 35 NON-COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY of MOORPARK DEPARTMENT OF PUBLIC WORKS. In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non-collusion Affidavit is part of the Proposal. THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THE PROPOSAL STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THIS NON- COLLUSION AFFIDAVIT. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 225 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 36 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder hereby certifies that the bidder and proposed subcontractor(s) (if any), have _____, or have/has not ___ , participated in a previous contract or subcontract subject to the Equal Opportunity Clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, the bidder has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements. Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts, which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL. 226 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 37 DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 The bidder, under penalty of perjury, certifies that, except as noted below, the bidder or any other person associated therewith in the capacity of owner, partner, director, officer, and manager:  Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency;  Has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years;  Does not have a proposed debarment pending; and  Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. If there are any exceptions to this certification, insert the exceptions in the following space. Exceptions will not necessarily result in denial of award, but will be considered in determining bidder’s responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action. Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing the Proposal Statement on the signature portion thereof shall also constitute signature of this Certification. 227 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 38 INDUSTRIAL SAFETY RECORD FORM Bidder’s Name: _______________________________________ Current Year of Record 2019 2018 2017 2016 2015 Total Number of Contracts Total Dollar Amount of Contracts ($1,000s) Number of Fatalities Number of Lost Workday Cases Number of Lost Workday Cases Involving Permanent Transfer to Another Job, Termination of Employment The above information was compiled from the records that are available at this time and that the information is true and accurate within the limitations of those records. THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE STATEMENTS CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL. 228 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 39 COMPLIANCE WITH ENVIRONMENTAL, HEALTH AND SAFETY STANDARDS The Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65) prohibits employers from knowingly discharging or releasing a chemical known to the State of California to cause concern, birth defects or other reproductive harm into water or onto land where such chemical passes or, in all probability, will pass into any source of drinking water. Notwithstanding any provision in this Act exempting Contractor, Contractor hereby agrees to comply with all provisions of the Act relating to the discharge of hazardous chemicals on the job site. Contractor fully agrees that Contractor, Contractor’s employees, and subcontractors shall not discharge such chemicals on the job site which will result in the discharge of such chemicals, and shall, upon completion of performance of all other duties under this contract, remove all supplies, materials and waste remaining on the job site which if exposed, could result in the discharge of such chemicals. Contractor shall be financially responsible for compliance with Proposition 65. Contractor shall also comply with state of California anti-smoking laws which, in part, prohibit smoking in the workplace and enclosed areas. Should Contractor, Contractor’s employees, or subcontractors or their employees fail to comply, within 24 hours from the time City issues and Contractor receives a written notice of non-compliance or within the time of an abatement period specified by any government agency, whichever period is shorter, City may give notice of default to Contractor, and at the City’s option, elect any and all rights or remedies set forth in this agreement. THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE STATEMENTS AND CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL. 229 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 40 ADDENDA ACKNOWLEDGMENT FORM Bidder’s Name: ____________________________________ The Bidder shall signify receipt of all Addenda here, if any: Addendum Number Date Received Signature If there are more Addenda than there is room in the chart above, attach another page acknowledging receipt of the Addenda. THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE STATEMENTS CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL. 230 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 41 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION Documents for Execution by Successful Bidder FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 20-01 231 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 42 LIST OF DOCUMENTS FOR EXECUTION BY SUCCESSFUL BIDDER Typical Agreement ......................................................................................... Page 43 Bond for Faithful Performance ....................................................................... Page 63 Form to Accompany Bond for Faithful Performance ...................................... Page 65 Bond for Material Suppliers and Laborers ...................................................... Page 66 Form to Accompany Bond for Material Suppliers and Laborers ..................... Page 68 Worker’s Compensation Insurance Certificate ............................................... Page 69 General Liability Special Endorsement........................................................... Page 70 Automobile Liability Special Endorsement ..................................................... Page 71 DUNS Number ............................................................................................... Page 72 232 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 43 AGREEMENT BETWEEN THE CITY OF MOORPARK AND ___________________________________________, FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT, SPECIFICATION NO. MPK 20-01 THIS AGREEMENT, is made and effective as of this day of , 2020, between the City of Moorpark, a municipal corporation (“City”) and , a (“Contractor”). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows: WHEREAS, City has the need for construction services related to ; and WHEREAS, Contractor specializes in providing such services and has the proper work experience, certifications, and background to carry out the duties involved; and WHEREAS, the City Council of the City at a meeting held on the day of , 2018, authorized the City Manager to enter into this Agreement after public bidding in accordance with California Public Code Section 20160, et seq. NOW, THEREFORE, in consideration of the mutual covenants, benefits, and premises herein stated, the parties hereto agree as follows: 1. TERM The term of the Agreement shall be from the date of execution to completion of the work identified in the Scope of Services and in conformance with Exhibit B, unless this Agreement is terminated or suspended as referred to herein. 2. SCOPE OF SERVICES City does hereby retain Contractor in a contractual capacity to provide construction services related to , as set forth in Exhibit B: Contractor’s Bid Proposal, dated , which exhibit is attached hereto and incorporated herein by this reference as though set forth in full and hereinafter referred to as the “Proposal” and as set forth in Exhibit B, which include (i) Standard Specifications; (ii) Special Provisions; (iii) Workers’ Compensation Insurance Certificate (Labor Code 1860 and 1861); (iv) Payment and Performance Bonds; and (v) Insurance Certificate for General Liability and Automobile Liability, attached hereto and incorporated herein by this reference as though set forth in full and hereinafter referred to as Exhibit A. Where said Scope of Services is modified by this Agreement, or in the event there is a conflict between the provisions of said Scope of Services and this Agreement, the language contained in this Agreement shall take precedence. Contractor shall perform the tasks described and set forth in Exhibit B and Exhibit , both of which are attached hereto and incorporated herein by this reference as though set forth in full. Contractor shall complete the tasks according to the schedule of performance which is also set forth in Exhibit B. 233 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 44 Compensation for the services to be performed by Contractor shall be in accordance with Exhibit B, attached hereto and incorporated herein by this reference as though set forth in full. Compensation shall not exceed the rates or total value of dollars ($ ) as stated in Exhibit B, without the written authorization of the City Manager. Payment by City to Contractor shall be as referred to in this Agreement. City and Contractor acknowledge that this project is a public work to which prevailing wages apply. Contractor agrees to comply with and be bound by all the terms, rules and regulations described in (a) Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the Director of Industrial Relations implementing such statutes, as though set forth in full herein, including any applicable amendments made thereto during the term of this Agreement. For every subcontractor who will perform work on this project, Contractor shall be responsible for subcontractor’s compliance with (a) and (b), and Contractor shall take all necessary actions to ensure subcontractor’s compliance. 3. PERFORMANCE Contractor shall, at all times, faithfully, competently, and to the best of Contractor’s ability, experience, and talent, perform all tasks described herein. Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing similar services as are required of Contractor hereunder in meeting its obligations under this Agreement. 4. MANAGEMENT The individual directly responsible for Contractor’s overall performance of the Agreement provisions herein above set forth and to serve as principal liaison between City and Contractor shall be , and no other individual may be substituted without the prior written approval of the City Manager. The City’s contact person in charge of administration of this Agreement, and to serve as principal liaison between Contractor and City, shall be the City Manager or the City Manager’s designee. 5. PAYMENT The City agrees to pay Contractor monthly, in accordance with the terms and the schedule of payment as set forth in Exhibit , attached hereto and incorporated herein by this reference as though set forth in full, based upon actual time spent on the above tasks. This amount shall not exceed dollars ($ ) for the total term of the Agreement, unless additional payment is approved as provided in this Agreement. Contractor shall not be compensated for any services rendered in connection with its performance of this Agreement, which are in addition to those set forth herein, 234 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 45 unless such additional services are authorized in advance and in writing by the City Manager. Contractor shall be compensated for any additional services in the amounts and in the manner as agreed to by City Manager and Contractor at the time City’s written authorization is given to Contractor for the performance of said services. The City Manager, if authorized by City Council, may approve additional work not to exceed ten percent (10%) of the amount of the Agreement. Contractor shall submit invoices monthly for actual services performed. Invoices shall be submitted on or about the first business day of each month, or as soon thereafter as practical, for services provided in the previous month. Payment shall be made within thirty (30) days of receipt of each invoice as to all non-disputed fees. If the City disputes any of Contractor’s fees, it shall give written notice to Contractor within thirty (30) days of receipt of any disputed fees set forth on the invoice. Contractor shall provide appropriate documentation, as determined by the City, for all reimbursable expenses. 6. TERMINATION OR SUSPENSION WITHOUT CAUSE The City may at any time, for any reason, with or without cause, suspend, or terminate this Agreement, or any portions hereof, by serving upon the Contractor at least ten (10) days prior written notice. Upon receipt of said notice, the Contractor shall immediately cease all work under this Agreement, unless the notice provides otherwise. If the City suspends or terminates a portion of this Agreement such suspension or termination shall not make void or invalidate the remainder of this Agreement. The Contractor may terminate this Agreement only by providing City with written notice no less than thirty (30) days in advance of such termination. In the event of such termination, Contractor shall be compensated for such services up to the date of termination. Such compensation for work in progress shall be prorated as to the percentage of progress completed at the date of termination. If the City Manager, or the City Manager’s designee, determines that the Contractor is in default in the performance of any of the terms or conditions of this Agreement, the City may proceed in the manner set forth in Section 6-4 of the Greenbook. 7. DEFAULT OF CONTRACTOR The Contractor’s failure to comply with the provisions of this Agreement shall constitute a default. In the event that Contractor is in default for cause under the terms of this Agreement, City shall have no obligation or duty to continue compensating Contractor for any work performed after the date of default and can terminate this Agreement immediately by written notice to the Contractor. If such failure by the Contractor to make progress in the performance of work hereunder arises out of causes beyond the Contractor’s control, and without fault or negligence of the Contractor, it shall not be considered a default. 235 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 46 If the City Manager, or the City Manager’s designee, determines that the Contractor is in default in the performance of any of the terms or conditions of this Agreement, he/she shall cause to be served upon the Contractor a written notice of the default. The Contractor shall have five (5) working days after service upon it of said notice in which to cure the default by rendering a satisfactory performance. In the event that the Contractor fails to cure its default within such period of time, the City shall have the right, notwithstanding any other provision of this Agreement, to terminate this Agreement without further notice and without prejudice to any other remedy to which it may be entitled at law, in equity or under this Agreement. 8. LIQUIDATED DAMAGES If the Contractor fails to complete the work, or any portion thereof, within the time period required by this Agreement or as duly extended in writing by the City Manager, Contractor shall forfeit and pay to the City, as liquidated damages, the sum of one thousand dollars ($1,000) per day for each calendar day the work, or portion thereof, remains uncompleted after the above specified completion date. Liquidated damages shall be deducted from any payments due or to become due to the Contractor under the terms of this Agreement [Government Code Sec. 53069.85]. Progress payments made by the City after the above specified completion date shall not constitute a waiver of liquidated damages by the City. 9. OWNERSHIP OF DOCUMENTS Contractor shall maintain complete and accurate records with respect to sales, costs, expenses, receipts, and other such information required by City that relate to the performance of services under this Agreement. Contractor shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. Contractor shall provide free access to the representatives of City or its designees at reasonable times to such books and records; shall give the City the right to examine and audit said books and records; shall permit City to make transcripts therefrom as necessary; and shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement. Notification of audit shall be provided at least thirty (30) days before any such audit is conducted. Such records, together with supporting documents, shall be maintained for a period of ten (10) years after receipt of final payment. Upon completion of, or in the event of termination or suspension of this Agreement, all original documents, designs, drawings, maps, models, computer files, surveys, notes, and other documents prepared in the course of providing the services to be performed pursuant to this Agreement shall become the sole property of the City and may be used, reused, or otherwise disposed of by the City without the permission of the Contractor. With respect to computer files, Contractor shall make available to the City, at the Contractor’s office and upon reasonable written request by the City, the 236 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 47 necessary computer software and hardware for purposes of accessing, compiling, transferring, and printing computer files. 10. INDEMNIFICATION AND HOLD HARMLESS Contractor hereby assumes liability for and agrees to defend (at Indemnitees’ option), indemnify, protect, and hold harmless City and its Project Contractors, and engineers, officers, agents, and employees (“Indemnitees”) from and against any and all claims, charges, damages, demands, actions, proceedings, losses, stop notices, costs, expenses (including attorneys’ fees), judgments, civil fines and penalties, liabilities of any kind or nature whatsoever, which may be sustained or suffered by or secured against the Indemnitees arising out of or encountered in connection with this Agreement or the performance of the work including, but not limited to, death of or bodily injury to persons or damage to property, including property owned by or under the care and custody of City, and for civil fines and penalties, that may arise from or be caused, in whole or in part, by any negligent or other act or omission of Contractor, its officers, agents, employees, or subcontractors including but not limited to, liability arising from: a) Any dangerous, hazardous, unsafe, or defective condition of, in or on the premises, of any nature whatsoever, which may exist by reason of any act, omission, neglect, or any use or occupation of the premises by Contractor, its officers, agents, employees, or subcontractors; b) Any operation conducted upon or any use or occupation of the premises by Contractor, its officers, agents, employees, or subcontractors under or pursuant to the provisions of this Agreement or otherwise; c) Any act, omission, or negligence of Contractor, its officers, agents, employees, or subcontractors; d) Any failure of Contractor, its officers, agents, or employees to comply with any of the terms or conditions of this Agreement or any applicable federal, state, regional, or municipal law, ordinance, rule or regulation; and e) The conditions, operations, uses, occupations, acts, omissions, or negligence referred to in Subsections a, b, c, and d, existing or conducted upon or arising from the use or occupation by Contractor on any other premises in the care, custody and control of City. The Contractor also agrees to indemnify City and pay for all damage or loss suffered by City including but not limited to damage to or loss of City property, to the extent not insured by City and loss of City revenue from any source, caused by or arising out of the conditions, operations, uses, occupations, acts, omissions or negligence referred to in Subsections a, b, c, d, and e. 237 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 48 Contractor’s obligations under this Section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of City under any provision of this Agreement, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City’s active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City. Contractor agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this Section from each and every subcontractor or any other person or entity involved by, for, with, or on behalf of Contractor in the performance of this Agreement. In the event Contractor fails to obtain such indemnity obligations from others as required here, Contractor agrees to be fully responsible according to the terms of this Section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth here is binding on the successors, assigns, or heirs of Contractor and shall survive the termination of this Agreement or Section. This Indemnity shall survive termination of the Agreement or Final Payment hereunder. This Indemnity is in addition to any other rights or remedies that the Indemnitees may have under the law or under any other Contract Documents or Agreements. In the event of any claim or demand made against any party which is entitled to be indemnified hereunder, City may, in its sole discretion, reserve, retain, or apply any monies to the Contractor under this Agreement for the purpose of resolving such claims; provided, however, City may release such funds if the Contractor provides City with reasonable assurance of protection of the Indemnitees’ interests. City shall, in its sole discretion, determine whether such assurances are reasonable. 11. INSURANCE Contractor shall maintain, prior to the beginning of and for the duration of this Agreement, insurance coverage as specified in Exhibit A attached hereto and incorporated herein by this reference as though set forth in full. 12. INDEPENDENT CONTRACTOR Contractor is and shall at all times remain as to the City a wholly independent Contractor. The personnel performing the services under this Agreement, on behalf of Contractor, shall at all times be under Contractor’s exclusive direction and control. 238 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 49 Neither City nor any of its officers, employees, or agents shall have control over the conduct of Contractor or any of Contractor’s officers, employees, or agents, except as set forth in this Agreement. Contractor shall not at any time or in any manner represent that it or any of its officers, employees, or agents are in any manner officers, employees, or agents of the City. Contractor shall not incur or have the power to incur any debt, obligation, or liability against City, or bind City in any manner. No employee benefits shall be available to Contractor in connection with the performance of this Agreement. Except for the fees paid to Contractor as provided in the Agreement, City shall not pay salaries, wages, or other compensation to Contractor for performing services hereunder for City. City shall not be liable for compensation or indemnification to Contractor for injury or sickness arising out of performing services hereunder. 13. LEGAL RESPONSIBILITIES The Contractor shall keep itself informed of local, state, and federal laws and regulations which in any manner affect those employed by it or in any way affect the performance of its service pursuant to this Agreement. The Contractor shall at all times observe and comply with all such laws and regulations. The City, and its officers and employees, shall not be liable at law or in equity occasioned by failure of the Contractor to comply with this Section. 14. ANTI DISCRIMINATION Neither the Contractor, nor any subcontractor under the Contractor, shall discriminate in employment of persons upon the work because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or gender of such person, except as provided in Section 12940 of the Government Code. The Contractor shall have responsibility for compliance with this Section [Labor Code Section 1735]. 15. UNDUE INFLUENCE Contractor declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of the City in connection with the award, terms, or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of the City will receive compensation, directly or indirectly from Contractor, or any officer, employee, or agent of Contractor, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement. Violation of this Section shall be a material breach of this Agreement entitling the City to any and all remedies at law or in equity. 239 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 50 16. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES No member, officer, or employee of the City, or their designees or agents, and no public official who exercises authority over or responsibilities with respect to the Project during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be performed in connection with the Project performed under this Agreement. 17. CONFLICT OF INTEREST Contractor covenants that neither they nor any officer or principal of their firm have any interests, nor shall they acquire any interest, directly or indirectly, which will conflict in any manner or degree with the performance of their services hereunder. Contractor further covenants that in the performance of this Agreement, they shall employ no person having such interest as an officer, employee, agent, or subcontractor. Contractor further covenants that Contractor has not contracted with nor is performing any services directly or indirectly, with the developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or processing an entitlement application for property in the City or its Area of Interest, now or within the past one (1) year, and further covenants and agrees that Contractor and/or its subcontractors shall provide no service or enter into any contract with any developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or processing an entitlement application for property in the City or its Area of Interest, while under contract with the City and for a one (1) year time period following termination of this Agreement. 18. NOTICE Any notice to be given pursuant to this Agreement shall be in writing, and all such notices and any other document to be delivered shall be delivered by personal service or by deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, and addressed to the party for whom intended as follows: To: City Manager City of Moorpark 799 Moorpark Avenue Moorpark, California 93021 To: Either party may, from time to time, by written notice to the other, designate a different address or contact person, which shall be substituted for the one above 240 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 51 specified. Notices, payments and other documents shall be deemed delivered upon receipt by personal service or as of the third (3rd) day after deposit in the United States mail. 19. CHANGE IN NAME Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify the City in order that proper steps may be taken to have the change reflected in the Agreement documents. 20. ASSIGNMENT Contractor shall not assign this Agreement or any of the rights, duties, or obligations hereunder. It is understood and acknowledged by the parties that Contractor is uniquely qualified to perform the services provided for in this Agreement. 21. LICENSES At all times during the term of this Agreement, Contractor shall have in full force and effect, all licenses required of it by law for the performance of the services in this Agreement. 22. VENUE AND GOVERNING LAW This Agreement is made, entered into, and executed in Ventura County, California, and any action filed in any court or for arbitration for the interpretation, enforcement or other action of the terms, conditions, or covenants referred to herein shall be filed in the applicable court in Ventura County, California. The City and Contractor understand and agree that the laws of the State of California shall govern the rights, obligations, duties, and liabilities of the parties to this Agreement and also govern the interpretation of this Agreement. 23. ENTIRE AGREEMENT This Agreement contains the entire understanding between the parties relating to the obligations of the parties described in this Agreement. All prior or contemporaneous agreements, understandings, representations, and statements, oral or written, are merged into this Agreement and shall be of no further force or effect. Each party is entering into this Agreement based solely upon the representations set forth herein and upon each party’s own independent investigation of any and all facts such party deems material. 24. CAPTIONS OR HEADINGS The captions and headings of the various Articles, Paragraphs, Sections, and Exhibits of this Agreement are for convenience and identification only and shall not be 241 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 52 deemed to limit or define the content of the respective Articles, Paragraphs, Sections, and Exhibits hereof. 25. AMENDMENTS Any amendment, modification, or variation from the terms of this Agreement shall be in writing and shall be effective only upon approval by both parties to this Agreement. 26. TIME OF COMPLETION City and Contractor agree that time is of the essence in this Agreement. City and Contractor further agree that Contractor’s failure to perform on or at the times set forth in this Agreement will damage and injure City, but the extent of such damage and injury is difficult or speculative to ascertain. Consequently, City and Contractor agree that any failure to perform by Contractor at or within the times set forth herein shall result in liquidated damages as defined in this Agreement for each and every day such performance is late. City and Contractor agree that such sum is reasonable and fair. Furthermore, City and Contractor agree that this Agreement is subject to Government Code Section 53069.85 and that each party hereto is familiar with and understands the obligations of said Section of the Government Code. 27. PRECEDENCE Contractor is bound by the contents of City’s Bid Package and Proposal, Exhibit B attached hereto and incorporated herein by this reference as though set forth in full. In the event of conflict, the requirements of the City’s Bid Package and this Agreement shall take precedence over those contained in the Proposal. 28. INTERPRETATION OF AGREEMENT Should interpretation of this Agreement, or any portion thereof, be necessary, it is deemed that this Agreement was prepared by the parties jointly and equally, and shall not be interpreted against either party on the ground that the party prepared the Agreement or caused it to be prepared. 29. WAIVER No waiver of any provision of this Agreement shall be deemed, or shall constitute, a waiver of any other provision, whether or not similar, nor shall any such waiver constitute a continuing or subsequent waiver of the same provision. No waiver shall be binding unless executed in writing by the party making the waiver. 30. AUTHORITY TO EXECUTE The person, or persons, executing this Agreement on behalf of the Contractor warrants and represents that he/she has the authority to execute this Agreement on 242 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 53 behalf of the Contractor and has the authority to bind Contractor to the performance of obligations hereunder. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written. CITY OF MOORPARK By: __________________________ By:__________________________ Troy Brown, City Manager Title: Attest: _____________________________ Ky Spangler, City Clerk 243 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 54 EXHIBIT A INSURANCE REQUIREMENTS Prior to the beginning of and throughout the duration of the Work, Contractor will maintain insurance in conformance with the requirements set forth below. Contractor will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth here, it will be amended to do so. Contractor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to City in excess of the limits and coverage required in this Agreement and which is applicable to a given loss, will be available to the City. Contractor shall provide the following types and amounts of insurance: 1. Commercial General Liability Commercial General Liability Insurance shall be provided by an Insurance Services Office “Commercial General Liability” policy form CG 00 01 or the exact equivalent. Defense costs must be paid in addition to limits. There shall be no cross liability exclusion for claims or suits by one insured against another. Limits shall be no less than $5,000,000 per occurrence for all covered losses and no less than $10,000,000 general aggregate. Contractor’s policy shall contain no endorsements limiting coverage beyond the basic policy coverage grant for any of the following: a. Explosion, collapse or underground hazard (XCU) b. Products and completed operations c. Pollution liability d. Contractual liability Coverage shall be applicable to City for injury to employees of contractors, subcontractors, or others involved in the project. Policy shall be endorsed to provide a separate limit applicable to this project. 2. Workers’ Compensation Workers’ Compensation insurance shall be provided on a state-approved policy form providing statutory benefits as required by law with employers’ liability limits no less than $1,000,000 per accident for all covered losses. 244 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 55 3. Business Auto Coverage Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 06 92 including symbol 1 (Any Auto) or the exact equivalent shall be provided. Limits shall be no less than $1,000,000 per accident, combined single limit. If Contractor owns no vehicles, this requirement may be satisfied by a non-owned auto endorsement to the general liability policy described above. If Contractor or Contractor’s employees will use personal autos in any way on this project, Contract shall provide evidence of personal auto liability coverage for each such person. 4. Excess or Umbrella Liability Excess or Umbrella Liability insurance (Over Primary) if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages. Coverage shall be provided on a “pay on behalf” basis, with defense costs payable in addition to policy limits. There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to City for injury to employees of contractor, subcontractors, or others involved in the Work. The scope of coverage provided is subject to the approval of city following receipt of proof of insurance as required herein. Limits are subject to review. Insurance procured pursuant to these requirements shall be written by insurers that are admitted carriers in the state of California and with A.M. Best rating of A- or better and a minimum financial size of VII. Contractor and City agrees as follows: 1. Contractor agrees to endorse the third party general liability coverage required herein to include as additional insureds City, its officials, employees, agents, using standard ISO endorsement No. CG 2010 with an edition date of 1985. Contractor also agrees to require all contractors, subcontractors, and anyone else involved in any way with the project contemplated by this Agreement to do likewise. 2. Any waiver of subrogation express or implied on the part of the City to any party involved in this Agreement or related documents applies only to the extent of insurance proceeds actually paid. City, having required that it be named as an additional insured to all insurance coverage required herein, expressly retains the right to subrogate against any party for sums not paid by insurance. For its part, Contractor agrees to waive subrogation rights against City regardless of the applicability of any insurance proceeds, and to require all contractors, subcontractors, or others involved in any way with the project contemplated by this Agreement to do likewise. 3. All insurance coverage maintained or procured by Contractor or required of others by Contractor pursuant to this Agreement shall be endorsed to delete the 245 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 56 subrogation condition as to the city, or to specifically allow Contractor or others providing insurance herein to waive subrogation prior to a loss. This endorsement shall be obtained regardless of existing policy wording that may appear to allow such waivers. 4. It is agreed by Contractor and City that insurance provided pursuant to these requirements is not intended by any party to be limited to providing coverage for the vicarious liability of City, or to the supervisory role, if any, of City. All insurance coverage provided pursuant to this or any other Agreement (express or implied) in any way relating to City is intended to apply to the full extent of the policies involved. Nothing referred to here or contained in any agreement involving City in relation to the project contemplated by this Agreement is intended to be construed to limit the application of insurance coverage in any way. 5. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. 6. All coverage types and limits required are subject to approval, modification, and additional requirements by the City, as the need arises. Contractor shall not make any reductions in scope of coverage (e.g. elimination of contractual liability or reduction of discover period) that may affect City’s protection without City’s prior written consent. 7. Proof of compliance with these insurance requirements, consisting of binders of coverage, or endorsements, or certificates of insurance, shall be delivered to City at or prior to the execution of this Agreement. In the event such proof of insurance is not delivered as required, or in the event such insurance is canceled or reduced at any time and no replacement coverage is provided, City has the right, but not the duty, to obtain any insurance it deems necessary to protect its interests under this or any other Agreement and to pay the premium. Any premium so paid by City shall be charged to and promptly paid by Contractor or deducted from sums due Contractor, at City option. 8. Contractor agrees to endorse, and to required others to endorse, the insurance provided pursuant to these requirements, to require 30 days notice to City and the appropriate tender prior to cancellation or reduction of such liability coverage and notice of any material alteration or non-renewal of any such coverage, and to require contractors, subcontractors, and any other party in any way involved with the project contemplated by this Agreement to do likewise. 9. It is acknowledged by the parties of this Agreement that all insurance coverage required to be provided by Contractor or any subcontractor, and any other party involved with the project who is brought onto or involved in the project by 246 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 57 Contractor, is intended to apply first and on a primary non-contributing basis in relation to any other insurance or self-insurance available to the City. 10. Contractor agrees to ensure that subcontractors, and any other party involved with the project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this Agreement. Contractor agrees that upon request, all agreements with subcontractors and others engaged in this project will be submitted to City for review. 11. Contractor agrees that all layers of third party liability coverage required herein, primary, umbrella and excess, will have the same starting and expiration date. Contractor agrees further that all other third party coverages required herein will likewise have concurrent starting and ending dates. 12. Contractor agrees not to self-insure or to use any self-insured retentions or deductibles on any portion of the insurance required herein and further agrees that it will not allow any contractor, subcontractor, architect, engineer, or other entity or person in any way involved in the performance of Work on the project contemplated by this Agreement to self-insure its obligations to City. If Contractor’s existing coverage includes a deductible or self-insured retention, the deductible or self-insured retention must be declared to the City. At that time the City shall review options with the Contractor, which may include reduction or elimination of the deductible or self-insured retention, substitution of other coverage, or other solutions. 13. The City reserves the right at any time during the term of this Agreement to change the amounts and types of insurance required by giving the Contractor 90 days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City will negotiate additional compensation proportional to the increased benefit to City. 14. For purposes of applying insurance coverage only, all contracts pertaining to the project will be deemed to be executed when finalized and any activity commences in furtherance of performance under this Agreement. 15. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any insurance requirement in no way imposes any additional obligations on City nor does it waive any rights hereunder in this or any other regard. 16. Contractor will renew the required coverage annually as long as City, or its employees or agents face an exposure from operations of any type pursuance to this Agreement. This obligation applies whether or not the Agreement is canceled 247 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 58 or terminated for any reason. The insurance shall include but not be limited to products and completed operations and discontinued operations, where applicable. Termination of this obligation is not effective until City executes a written statement to that effect. 17. Contractor agrees to waive its statutory immunity under any workers’ compensation statute or similar statute, in relation to the City, and to require all subcontractors and any other person or entity involved in the project contemplated by this Agreement to do likewise. 18. Requirements of specific coverage features are not intended as limitations on other requirements or as a waiver of any coverage normally provided by any given policy. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue, and is not intended by any party or insured to be all-inclusive. 19. Any provision in any of the construction documents dealing with the insurance coverage provided pursuant to these requirements, is subordinate to and superseded by the requirements contained herein. These insurance requirements are intended to be separate and distinct from any other provision in this Agreement and are intended by the parties to be interpreted as such. 20. All liability coverage provided according to these requirements must be endorsed to provide a separate aggregate limit for the project that is the subject of this Agreement and evidencing products and completed operations coverage for not less than two years after issuance of a final certificate of occupancy by all appropriate government agencies or acceptance of the completed work by City. 21. Contractor agrees to be responsible for ensuring that no contract used by any party involved in any way with the project reserves the right to change City or Contractor for the cost of additional insurance coverage required by this Agreement. Any such provisions are to be deleted with reference to City. It is not the intent of City to reimburse any third party for the cost of complying with these requirements. There shall be no recourse against City for payment of premiums or other amounts with respect thereto. 22. Contractor agrees to obtain and provide to City a copy of Professional Liability coverage for Architects or Engineers on this project through Contractor. City shall determine the liability limit. 248 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 59 EXHIBIT B PUBLIC CONTRACT CODE SECTION 9204 9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section: (1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) “Public entity” shall not include the following: (i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority. 249 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 60 (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 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. 250 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 61 (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. (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. 251 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 62 (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date. (Added by Stats. 2016, Ch. 810, Sec. 1. (AB 626) Effective January 1, 2017. Repealed as of January 1, 2020, by its own provisions.) 252 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 63 BOND FOR FAITHFUL PERFORMANCE BOND NO. KNOW ALL PERSONS BY THESE PRESENTS: That we, hereinafter referred to as “Contractor” as principal, and hereinafter referred to as “Surety,” are held and firmly bound unto the City of Moorpark, California, hereinafter referred to as “City”, or “Obligee” in the sum of _________________________ dollars ($_________ ), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. This condition of the foregoing obligation is such that: WHEREAS, said Contractor has been awarded and is about to enter into the annexed Contract with the City of Moorpark, California, for the construction of the 2020 Slurry Seal and Pavement Rehabilitation Project, and is required by said City to give this bond in connection with the execution of said Contract. NOW, THEREFORE, if said Contractor shall well and truly do and perform all the covenants and obligations of said Contract to be done and performed at the time and in the manner specified herein, then this obligation shall be null and void one year after date of recordation of Notice of Completion by City of the completed work; otherwise it shall be and remain in full force and effect, and Surety shall cause the Contract to be fully performed or to pay to obligee the cost of performing said Contract in an amount not exceeding the said sum above specified, and shall also, in case suit is brought upon this bond, pay to obligee court costs and a reasonable attorney’s fee, to be fixed by the court. 253 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 64 BOND FOR FAITHFUL PERFORMANCE (cont’d) IT IS FUTHER PROVIDED, that any alterations in the work to be done or the material to be furnished shall not in any way release the Contractor or the Surety there under, nor shall any extension of time granted under the provisions of the Contract release either the Contractor of the Surety; and notice of such alterations or extensions of the Contract is hereby waived by the Surety. WITNESS our hands this day of , 2020. Contractor By Title By Title Surety By 254 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 65 FORM TO ACCOMPANY BOND FOR FAITHFUL PERFORMANCE STATE OF CALIFORNIA ) COUNTY OF ) SS. CITY OF ) On this day of , 2020, before me, the undersigned, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared , Personally known to be (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to this instrument; and know to be the of and the same person whose name is subscribed to the within instrument as the of said and the said duly acknowledged to me that he/she subscribed the name of thereto as Surety and his/her own name as . IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in the certificate first above written. Notary Public in and for said County and State aforesaid. 255 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 66 BOND FOR MATERIAL SUPPLIERS AND LABORERS KNOW ALL PERSONS BY THESE PRESENTS: That we, hereinafter referred to as “Contractor” as principal, and hereinafter referred to as “Surety,” are held and firmly bound unto the City of Moorpark, California, hereinafter referred to as “City”, or “Obligee” in the sum of dollars ($ ), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. The Condition of the foregoing obligation is such that: WHEREAS, said Contractor has been awarded and is about to enter into the annexed Contract with the City, for the construction of 2020 Slurry Seal and Pavement Rehabilitation Project, and is required by City to give this bond in connection with the execution of said Contract. NOW, THEREFORE, if the said principal as Contractor in said Contract or subcontractors, fails to pay for any materials, provisions, or its other supplies, or items, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, said Surety will pay for the same in an amount not exceeding the sum specified above, and also, in case suit is brought upon this bond, a reasonable attorney’s fee to be fixed by the court. This bond shall inure to the benefit of any and all persons named in Section 3181 of the Civil Code of the State of California. 256 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 67 BOND FOR MATERIAL SUPPLIERS AND LABORERS IT IS FURTHER PROVIDED, that any alterations in the work to be done or the material to be furnished, which may be made pursuant to the terms of said Contract shall not in any way release either the Contractor or the Surety there under, nor shall any extensions of time granted under the provisions of said Contract release either the Contractor or the Surety; and notice of such alterations or extensions of the Contract is hereby waived by the Surety. WITNESS our hands this day of , 2020. Contractor By Title By Title Surety 257 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 68 FORM TO ACCOMPANY BOND FOR MATERIAL SUPPLIERS AND LABORERS STATE OF CALIFORNIA ) COUNTY OF ) SS. CITY OF ) On this day of , 2020, before me, the undersigned, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared , Personally known to be (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to this instrument; and know to be the of and the same person whose name is subscribed to the within instrument as the of said and the said duly acknowledged to me that he/she subscribed the name of thereto as Surety and his/her own name as . IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in the certificate first above written. Notary Public in and for said County and State aforesaid. 258 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 69 WORKER’S COMPENSATION INSURANCE CERTIFICATE Section 1860 and 1861 of the California Labor Code require every contractor to whom a public works contract is awarded to sign and file with the awarding body the following statement: “I am aware of the Provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.” By Date: Title By Date: Title 259 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 70 INSURANCE CERTIFICATE FOR GENERAL LIABILITY Use Standard Accord Form 260 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 71 INSURANCE CERTIFICATE FOR AUTOMOBILE LIABILITY Use Standard Accord Form 261 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 72 CITY OF MOORPARK DATA UNIVERSAL NUMBERING SYSTEM (D-U-N-S) NUMBER Submit this form with the Executed Contract. If you fail to submit your D-U-N-S Number, the City will not approve the contract CONTRACT NUMBER: MPK 20-01 CONTRACTOR NAME: __________________________________________________ BUSINESS ADDRESS (D-U-N-S Number Location): STREET: ______________________________________________________________ CITY: _________________________________________________________________ STATE: _______________________________________________________________ ZIP CODE: ____________________________________________________________ D-U-N-S Number: _______________________ Contact Name: ________________________________________________________ Telephone No: ________________________________________________________ 262 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 73 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION STANDARD SPECIFICATIONS FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 20-01 263 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 74 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION STANDARD SPECIFICATIONS 0-1 STANDARD SPECIFICATIONS Except as hereinafter provided, the provisions of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), and all supplements thereto, prepared and promulgated by the Greenbook Committee of Public Works Standards Inc., formerly the Southern California Chapter of the American Public Works Association and the Associated General Contractors of America, and the following modifications thereto are established as the Standard Specifications for the City. They will be referred to in the Special Provisions as the “Standard Specifications.” SECTION 1 – GENERAL 1-2 TERMS AND DEFINITIONS 1-2.1 Additional Definitions Acceptance – The formal written acceptance by the City of the completed project. Agency/City – City of Moorpark. Approved Equal – or words of the like refer to a material which has been approved by the City Engineer as similar and equal in all respects and acceptable for use in lieu of the particular materials as specified herein. No “approved equal” material shall be used in any of the work unless to use same is first obtained in writing from the City Engineer. The City reserves the right to reject any and all materials, either before or after installation that are not as specified or approved by the City Engineer in writing. In all cases where propriety articles are specified, it is the intent of these specifications to permit the use of approved equals, unless specifically prohibited. Requests for “approved equal” status for proposed substitutions shall be submitted within fifteen (15) days after the award of the Contract. Such requests shall include substantiating data and the proposed credit to the Contract price for the use of such substitution, should it be approved. Approved, Required, Directed – or words of similar import, refer to and indicate that the work or materials shall be “approved”, “required” or “directed” by the City of Moorpark or its duly authorized representative. Bid – That document included in the Proposal setting forth the performance prices for the work. 264 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 75 City Council – The body constituting the awarding authority of the City. Department – Public Works Department, City of Moorpark. Due Notice – A written notification, given in due time, of a proposed action where such notification is required by the Contract to be given a specified interval of time (usually 48-hours or two working days) prior to the commencement of the contemplated action. Notifications may be from City to Contractor or from Contractor to City. Engineer – The City Engineer of the City of Moorpark. Laboratory - Any laboratory of a public agency or any recognized commercial testing laboratory approved by the City. Prompt – The briefest interval of time required for a considered reply, including the time required for approval by a governing body. Proposal – Includes all those documents which must be submitted by bidder in order to be awarded the Contract. 1-3 ABBREVIATIONS 1-3.3.1 Institutions AAN American Association of Nurserymen ACI American Concrete Institute AGC Associated General Contractors of America AISC American Institute of Steel Construction APCD Air Pollution Control District APWA American Public Works Association ASA American Standards Association ASME American Society of Mechanical Engineers ASTM American Society of Testing and Materials CAL-OSHA California Occupational Safety & Health Administration CALTRANS California Department of Transportation CITY City of Moorpark CRSI Concrete Reinforcing Steel Institute DISTRICT Ventura County Waterworks District No. 1 IEEE Institute of Electric and Electronic Engineer NEC National Electrical Code NFPA National Fire Protection Association RSRPD Rancho Simi Recreation and Parks District SSPWC Standard Specifications for Public Works Construction, latest edition, prepared by the Greenbook Committee of Public Works Standards, Inc., formerly the Southern California Chapters of ACG and APWA 265 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 76 SSS State of California, Department of Transportation, Standard Specifications, latest edition VCTC Ventura County Transportation Commission VCWPD Ventura County Watershed Protection District SECTION 2 – SCOPE OF THE WORK 2-2 PERMITS 2-2.1 City Encroachment Permit A City Encroachment Permit is required to work within public right-of-way and will be issued at no cost to the Contractor. 2-2.2 Caltrans Encroachment Permit When work is proposed within State of California Department of Transportation right-of-way, the City will obtain an Encroachment Permit. However, after contract award, the Contractor shall obtain and pay for an Encroachment Permit Rider at the State of California Department of Transportation, District 07, Office of Permits, 100 South Main Street, MS 9, Los Angeles, CA 90012. The Contractor will need to show evidence of possessing bonding that meets the requirements of the State of California Department of Transportation. Such bonding costs will be at Contractor's expense. 2-2.3 Other Encroachment Permits When work occurs in the right-of-way of other entities, the Contractor shall obtain and pay, as required, for an encroachment permit from that entity. SECTION 3 – CONTROL OF THE WORK 3-1 CONTRACT ASSIGNMENT The bidder shall not in whole or in part, assign, transfer, convey, or otherwise dispose of the Contract, or its right, title or interest, or its power to execute such a Contract to any individual or business entity of any kind without the previous written consent of the City. 3-7 CONTRACT DOCUMENTS 3-7.1.1 Accuracy of Specifications The specifications and the plans for this project are believed by the City to be accurate and to contain neither misrepresentation nor any concealment of any material fact. Bidders are cautioned to undertake an independent analysis of any materials, test data and results, if any, in the specifications. City does not 266 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 77 guarantee the accuracy of any interpretations of test data and results contained in the specifications. Bidder and all subcontractors named in the Proposal shall bear sole responsibility for bid errors resulting from misstatements or omissions in the plans and specifications which would have been ascertained by examining either the project site or the test data and results, if any, in the City’s possession. Although the effect of ambiguities or defects in the plans and specifications will be as determined by law, any patent ambiguity or defect shall give rise to a duty of the bidder to inquire prior to bid submission. Failure to so inquire shall cause any such ambiguity to be construed against the bidder and/or a waiver of any defect by the bidder. An ambiguity or defect shall be considered patent if it is of such a nature that the bidder assuming reasonable skill, ability, and diligence, knew or should have known of the existence of the ambiguity or defect. Furthermore, failure of the bidder or subcontractors to notify City in writing of bid specifications or plans defects or ambiguities prior to bid submission shall waive any right to assert said defects or ambiguities subsequent to submission of the bid. To the extent that these specifications continue performance specifications, the City shall not be liable for costs incurred by the successful bidder to achieve the project’s objective or standard beyond the amounts provided therefore in the bid. In the event that any dispute arises after awarding the bid as a result of any actual or alleged ambiguity or defect in the plans and/or specifications, or over any other matter whatsoever, Contractor shall immediately notify City in writing. Contractor and all subcontractors shall continue to perform whether or not the ambiguity or defect is major, material, minor and trivial and whether or not a change order, time extension, or additional compensation has been granted by the City. Failure to provide such written notice within one working day of Contractor becoming aware of the facts giving rise to the dispute shall constitute a waiver of the right to assert the causative role of the defect or ambiguity in the plans or specifications concerning the dispute. 3-8 SUBMITTALS 3-8.7 Bidders Required to Make Investigations Bidders are required to make their own investigations and their own estimates of the site. It is not intended nor to be inferred that the specifications are or constitute any representation of warranty, express or implied, by the City of Moorpark or any officer or employee, thereof, that any conditions which may seem to be indicated by the specifications actually exist or are to be relied upon either with reference to site or subsoil conditions, the presence or absence of groundwater, or otherwise. The bidder to whom this Contract is awarded covenants and agrees by execution of Contract that the specifications do not 267 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 78 constitute any warranty or representation, express or implied, respecting actual conditions which will be encountered by the Contractor in performance of the Contract and that the Contractor cannot and does not rely thereon and shall not be relieved of liability under the Contract. Neither the City nor any officer or employee thereof shall be liable to the Contractor as a result of any difference or variance between conditions suggested or seemingly indicated by the specifications of the work or otherwise. It is the overriding purpose and intent of the parties that the Contractor assumes all risks in connection with performance of the work in accordance with the contract documents regardless of any such difference or variance. The Contractor forever and irrevocably waives, relinquishes and releases any claims, rights, demands, damages, actions and causes of action in connection therewith against the City of Moorpark and its officers and employees. 3-8.8 Additional Investigations Required Prior to bid submittal, the Contractor must perform an independent site investigation and by the bid represents that the Contractor has accomplished and is satisfied as to the result of the investigation required under these Bid Terms and Conditions. In addition thereto, the Contractor has investigated all other general and local conditions pertaining to the work to be performed, the site of the work and adjacent and nearby areas, including, but not limited to, those relating to transportation, the disposal, handling and storage of materials, availability of labor, water, electrical power, road and uncertainties of weather, all other physical conditions at and near the site of the work to be performed by the Contractor, including the conformation and conditions of the ground, and the character of equipment and facilities needed prior to and during prosecution of the work. The bidder to whom this Contract is awarded covenants and agrees by execution of the Contract that the Contractor neither has nor shall have any claim, demand, action or cause of action against the City of Moorpark, or any officer or employee thereof, on account of or in respect to any such conditions, whether or not the same are ascertained or known by the Contractor. It is the sole responsibility of the Contractor to estimate properly the difficulties to be encountered in providing necessary labor, quantities of material, and the cost of successfully performing the Contractors work in conformity with the contract documents. Neither the City of Moorpark nor any officer or employee thereof shall be responsible to the Contractor, nor shall any claim, demand, action or cause or action exist or arise in favor of the Contractor, on account of any oral statement or alleged representation made by the City of Moorpark, or any officer or employee thereof, in respect to any of the foregoing matters. 3-12 WORK SITE MAINTENANCE 3-12.2.1 Additional Air Pollution Control Requirement 268 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 79 The Contractor shall comply with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970 (42 U.S.C. 7401 et. seq.) as amended. The Contractor shall comply with Ventura County Air Pollution Control District Rule 55, Fugitive Dust (see Appendix E). Violations will be reported to the appropriate authorities. 3-12.3.1 Noise Control Requirements The Contractor shall comply with all local sound control and noise level rules, regulations, and ordinances, which apply to any work performed pursuant to the Contract. Each internal combustion engine used for any purpose on the job, or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without such muffler. The noise level from the Contractor's operations, between the hours of 9:00 p.m. and 7:00 a.m., shall not exceed a maximum of 50 dba at a distance of 50 feet from the source. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating the noise level. Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefore. 3-13 COMPLETION, ACCEPTANCE, AND WARRANTY 3-13.1.1 No Waiver of Legal Rights The City shall not be precluded or be stopped by any measurement, estimate, or certificate made either before or after the completion and acceptance of the Work and payment therefore from showing the true amount and character of the work performed and materials furnished by the Contractor, nor from showing that any such measurement, estimate, or certificate is untrue or is incorrectly made, nor that the work or materials do not in fact conform to the Contract. The City shall not be precluded or stopped, notwithstanding any such measurement, estimate, or certificate and payment in accordance therewith, from recovering from the Contractor or Surety, or both, for such damage as it may 269 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 80 sustain by reason of the Contractor's failure to comply with the terms of the Contract. Neither the acceptance by the Engineer or by the Engineer's representative nor any payment for or acceptance of the whole or any part of the Work, nor any extension of time, nor any possession taken by the Engineer shall operate as a waiver of any portion of the Contract or of any power herein reserved or of any right to damages. A waiver of any breach of the Contract shall not be held to be a continuing waiver or a waiver of any other or subsequent breach. 3-13.2.1 Non-Complying Work Neither the final payment nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the City, nor recordation of Notice of Completion by City shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES 5-3 LABOR 5-3.2.1 Labor Laws Labor Code Concerning Forfeiture for Worker Required to Work Excess Hours As provided in Section 1810 of the Labor Code, eight (8) hours shall constitute a legal day's work, and as required by Section 1813 of the Labor Code, the Contractor shall, as a penalty, forfeit to the City twenty-five dollars ($25.00) for each worker employed in the execution of the Contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day or 40 hours in any one calendar week. Exception: Pursuant to Labor Code Section 1815, work performed by employees of the Contractor and subcontractors in excess of eight (8) hours per day or 40 hours during any one week shall be permitted upon compensation for all hours worked in excess of eight (8) hours per day at not less than 1 1/2 times the basic rate of pay. Labor Code Concerning Forfeiture for Paying Less than Prevailing Wage Rate The Contractor shall comply with all updates of the prevailing wage rates pursuant to Section 1775 of the Labor Code. In accordance with Section 1775 and subsequent amendments of the Labor Code, the Contractor shall forfeit as a penalty to the City of Moorpark, not more than $50.00 for each calendar day or portion thereof, for each worker paid less than the stipulated prevailing rates for 270 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 81 such work or craft in which such worker is employed for any work done under the Contract by the Contractor or by any subcontractor in violation of the provisions of said resolution. In addition to said penalty and pursuant to the said Section 1775 and subsequent amendments, the difference between the stipulated prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor. Any sums forfeited under the provisions of this section will be deducted from the payments under this Contract by the City of Moorpark. Attention is directed to Section 1735 of the Labor Code, which reads as follows: Neither the Contractor, nor any subcontractor under the Contractor, shall discriminate in employment of persons upon the work because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status of such person; or any other basis protected by applicable federal, state, or local law, except as provided in Section 12940 of the Government Code. The Contractor shall have responsibility for compliance with this Section, if applicable [Labor Code Section 1735]. Attention is directed to Sections 1101 and 1102 of the Labor Code which prohibit discrimination in employment based on sexual orientation, except as provided in Section 1102.1 of the Labor Code. Attention is also directed to the requirements of the California Fair Employment and Housing Act (Government Code Sections 12900 through 12996 - Stat. 1980, Chapter 992), to the regulations promulgated by the Fair Employment and Housing Commission to implement said Act, and to the nondiscrimination, affirmative action and equal employment opportunity requirements of these Specifications. The Contractor or subcontractor shall comply with the Copeland "Anti-Kick Back" Act (18 U.S.C. 874) as supplemented in the Department of Labor regulations (29 CFR, Part 3). This act provides that each contractor or subcontractor shall not induce, by any means, any person employed in the construction, completion, or repair of public works, to give up any part of the compensation due that person. Any suspected or reported violation will be reported to the appropriate Federal Agency for proper action. Attention is directed to the provisions in Sections 1777.5 and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor. The Contractor shall comply with the General Prevailing Wage determination made by the Director of Industrial Relations, pursuant to California Labor Code, Division 2, Part 7, Chapter 1, Article 2. Section 1777.5 requires the Contractor and subcontractors employing tradesmen in any apprenticeable occupation to apply to the joint apprenticeship committee 271 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 82 nearest the site of the public works project and which committee administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the hourly non-overtime ratio of apprentices to journeymen that will be used in the performance of the Contract; except for Land Surveyors in which case the ratio shall be not less than one apprentice for each five journeyman. The hourly non-overtime ratio of apprentices to journeymen in such cases shall not be less than one to five, if practicable, except: a) When unemployment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days prior to the request for certificate; or b) When the number of apprentices in training in the area exceeds a ratio of one to five; or c) When the trade can show that it is replacing at least 1/30th of its membership through apprenticeship training on an annual basis state-wide or locally; or d) If assignment of an apprentice to any work performed under a public works contract would create a condition which would jeopardize his/her life or the life, safety or property of fellow employees or the public at large, or if the specific task to which the apprentice is to be assigned is of such a nature that training cannot be provided by a journeyman; or e) Contracts of general contractors or specialty contractors not bidding for work through a general or prime contractor when the contracts involve less than thirty-thousand dollars ($30,000) or twenty (20) working days. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if the Contractor employs registered apprentices or journeymen in any apprenticeable trade on the Contract and if subcontractors on the public works site are making such contributions. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. 5-3.3.1 Payroll Documentation The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for compliance with these provisions, including compliance by subcontractors. (a) Each Contractor and subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, and 272 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 83 straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed in connection with the public work. (b) The payroll records required under subsection (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following basis: (1) A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or authorized representative on request. (2) A certified copy of all payroll records required in subsection (a) shall be made available for inspection or furnished upon request to a representative of the City, the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations. (3) A certified copy of all payroll records required in subsection (a) or copies thereof shall be made available upon request to the public for inspection. However, a request by the public shall be made through either the City, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the Contractor, subcontractor, or the entity through which the request was made the costs of preparation of the requested documents. The public shall not be given access to such records at the principal office of the Contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the sample information as the forms provided by the Division. (d) Each Contractor shall file a certified copy of the records required in subsection (a) with the entity that requested such records within 10 days after receipt of a written request. (e) Any copy of records made available for inspection and furnished upon request to the public or any public agency by the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address and social security number. The name and address of the Contractor awarded the Contract or performing the Contract shall not be marked or obliterated. 273 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 84 (f) The Contractor shall inform the City of the location of the records required under subsection (a), including the street address, city and county, and shall, within five working days, provide the City a notice of a change of location and address. (g) In the event of noncompliance with the requirements of this section, the Contractor shall have ten (10) calendar days in which to comply with this section. Should noncompliance still exist after such 10-day period, the Contractor shall, as a penalty to the state or political subdivision on whose behalf the Contract is made or awarded, forfeit twenty-five dollars ($25) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK 6-4 DELAYS AND EXTENSIONS OF TIME 6-4.1.1 Work Delays If the Contractor is obstructed or delayed in the work required to be done hereunder by changes in the work or by any default, act, or omission of the City or by strikes, fire, earthquake, or any other act of God, or by the inability to obtain materials, equipment, or labor due to Federal Government restrictions arising out of defense or war programs, then the time of completion may, at the City's sole option, be extended for such periods as may be agreed upon by the City and the Contractor. 6-6 SUSPENSION OF THE WORK 6-6.3 Temporary Suspension of Work If suspension of work is ordered by reason of the failure of the Contractor to carry out orders or to perform any provisions of the Contract, or by reason of weather conditions being unsuitable for performing any items of work at Contractor's expense, shall do all the work necessary to provide a safe, smooth, and unobstructed passageway through construction for use by public traffic during the period of such suspension. In the event that the Contractor fails to perform the work above specified, the City will perform such work and the cost thereof will be deducted from monies due or to become due the Contractor. If the Engineer orders a suspension of all of the work or a portion of the work, due to unsuitable weather or to such other conditions as are considered unfavorable to the suitable prosecution of the work, the days on which the suspension is in effect shall not be considered working days. 274 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 85 If a portion of work at the time of such suspension is not a current controlling operation or operations, but subsequently does become the current controlling operation or operations, the determination of working days will be made on the basis of the then current controlling operation or operations. If a suspension of work is ordered by the Engineer due to the failure on the part of the Contractor to carry out orders given or to perform any provision of the Contract, the days on which the suspension order is in effect shall be considered working days if such days are working days. SECTION 7 - MEASUREMENT AND PAYMENT 7-3 PAYMENT 7-3.1.1 Final Payment All measurements and payments shall be in accordance with the provisions of Section 9 of the SSPWC, "Measurement and Payment." The items of work for the project are shown in the Proposal and consist of unit price and lump sum items for payment. It is the intent of these specifications that the cost of all work shown or specified on the plans, but not specifically included in a unit price or lump sum item, shall be considered as being included in the amounts bid for the various items in the Proposal. 7-6 TERMINATION OF CITY LIABILITY Prior to receiving final payment, the Contractor shall execute a "Release on Contract" form which shall operate as, and shall be, a release of the City, the City Council and each member of the Council and their agents, from all claims and liability to the Contractor for anything done or furnished for, or relating to, the work or for any act of neglect of the City or of any person relating to or affecting the work, except the claim against the City for the remainder, if there be any, of the amounts kept or retained as provided in sub-section 9-3.2 of the SSPWC "Partial and Final Payment", and except for any unsettled claims listed on said form which have been filed in compliance with the requirements for making claims. A payment of $1.00 will be made to the Contractor for executing this document. 7-7 AFFIDAVIT OF PAYMENT Another requirement prior to receiving the final payment is that the Contractor shall file with the City Engineer the completed attached affidavit sworn to before a Notary Public stating that all workers and persons employed, all firms supplying materials and all subcontractors upon the project, have been paid in full, and that there are no bills outstanding against the project for either labor or materials except certain items, if any, to be set forth in such affidavit, covering disputed claims or items in connection with which Notices to Withhold have been filed under the provisions of the Code of Civil 275 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 86 Procedure. The filing of such notarized affidavit by the Contractor is required before the City makes final payment on the Contract. SECTION 402 - UTILITIES 402-7 SCOPE OF WORK Work shall conform to the provisions in Section 5 of the SSPWC. Manhole covers, water valve covers and grates of existing facilities will be adjusted to grade by the respective utility companies if such facilities are not included in the Contract. The Contractor shall cover grates with material suitable for preventing any paving material from passing through the grate. The Contractor shall mark the location of all existing covers by inscribing a cross in the new pavement or overlay. The cross mark shall be clear and legible after final rolling. The Contractor shall remove extraneous material from the interior and exterior of manholes, valve boxes, storm drains, gutters or other facilities. Covers which are partially exposed shall be cleaned to the satisfaction of the Engineer. Immediately prior to placing asphalt emulsion, the Contractor shall wrap all utility covers in a 3 mm plastic bag. The Contractor shall take care not to allow asphalt emulsion to run onto the covers. Diesel fuel application to the covers will not be allowed. The Contractor shall contact the respective utility companies and other agencies listed below 48 hours prior to starting any work on each road by which those companies are affected. To make sure that all utility companies are aware of the proposed work, the Contractor shall notify the Underground Service Alert Office (South USA) by calling 1-800-422-4133 at least two working days prior to the start of any resurfacing work. If the Contractor, while performing work pursuant to the Contract, discovers utility facilities not identified correctly or omitted in the Plans or Specifications by the City, the Contractor shall immediately notify the City and utility owner in writing. Payment for costs incurred in protecting utility vaults, manholes, valve boxes, removal of all USA markings, including the requirements pursuant to this section, shall be included in the prices bid for other items of work and no additional compensation will be allowed therefore. UTILITY/AGENCIES TELEPHONE CONTACT LIST CITY ENGINEER (805) 517-6256 MED TRANS AMBULANCE (805) 495-4666 TIME-WARNER (805) 526-3186 PACIFIC BELL (805) 583-6640 276 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 87 CITY POLICE DEPARTMENT (805) 532-2700 CALIFORNIA HIGHWAY PATROL (805) 654-4710 (4571) VENTURA COUNTY SHERIFF (805) 527-6611 & 494-8200 MOORPARK TRANSIT DIVISION (805) 517-6257 VENTURA COUNTY WATERWORKS DISTRICT NO. 1 (805) 378-3000 CALLEGUAS MUNICIPAL WATER DISTRICT (805) 526-9323 SO. CALIFORNIA EDISON COMPANY (805) 494-7066 THE GAS COMPANY (800) 520-2059 SUNESYS (951) 500-0307 EQUILON CORPORATION (310) 816-2053 TOSCO (805) 525-6312 UNDERGROUND SERVICE ALERT 1-800-422-4133 UNION PACIFIC RAILROAD CO. (800) 336-9193 MOORPARK UNIFIED SCHOOL DISTRICT (805) 378-6300 VENTURA COUNTY FIRE PROTECTION DISTRICT (805) 398-9738 U.S. POST OFFICE (805) 275-7777 WASTE MANAGEMENT (805) 522-9400 277 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 88 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION SPECIAL PROVISIONS FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 20-01 278 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 89 SECTION 900 SPECIAL CONDITIONS (Not a Bid Item) 900-1 STANDARD SPECIFICATIONS As indicated in Subsection 0-1, the Standard Specifications for Public Works Construction (SSPWC), along with the modifications thereto have been established as the Standard Specifications by the Engineering Division of the Public Works Department. These specifications will prevail as the basic Standard Specifications for this project except, as otherwise specifically noted in the Special Provisions when reference is made to the State Standard Specifications. The State Standard Specifications is that document issued by the State of California, Department of Transportation, titled Standard Specifications, 2018, referred to herein as the State Standard Specifications, or the SSS. When references have been made to the SSS, it is for the purpose of utilizing that specifications' traffic and safety provisions as indicated elsewhere herein. Where required by these Special Provisions, work shall conform to the requirements of the SSS, except that when reference is made to other sections of the City's Standard Specifications, all references to "State" shall mean the City. The SSS measurement and payment clauses are not included. Appendices A through H, attached hereto, are considered a part of these Special Provisions. 900-2 INVESTIGATION OF SITE CONDITIONS Bidders are urged to visit the work site to conduct their own investigations as to the existing conditions affecting the Work to be accomplished under these specifications. If the bidder chooses not to visit the site or conduct investigations, the bidder will nevertheless be charged with the knowledge of conditions which reasonable inspection and investigation would have disclosed. 900-3 AWARD OF CONTRACT A construction contract will be awarded to the lowest responsive and responsible bidder for the sum total of Schedules A and B. However, the City reserves the right to award or not to award. 900-4 START OF CONSTRUCTION The Notice to Proceed will be issued upon awarding a construction contract and receipt of the necessary bonds and insurance certificates. The necessary bonds and insurance 279 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 90 certificates shall be submitted to the City within 10 days of the award of contract. Prior to issuing the Notice to Proceed, but subsequent to receiving the submittals of Subsection 901-3, a pre-construction conference will be undertaken. The date of the Notice to Proceed constitutes the start of construction, which date will be the first chargeable working date of the contract. 900-5 TIME OF COMPLETION The Contractor shall complete the work including punch list items (if applicable) within 40 working days from the date of the written Notice to Proceed. The issuance of the Notice to Proceed constitutes the Contractor's authority to enter upon the work site and begin operations. A no fee Encroachment Permit shall be obtained by the Contractor from the City. 900-6 WORKING HOURS & WORKING DAYS Except for work at signalized intersections, and as noted elsewhere in these Special Provisions, construction working hours shall be limited to the hours between 8:30 a.m. and 4:30 p.m. Monday through Friday, unless otherwise approved by the City Engineer in writing. Lane closures at signalized intersections and within 200 feet of a signalized intersection shall be limited to the hours between 9:00 a.m. and 3:00 p.m., except as otherwise indicated in Section 902, "Traffic Control, Construction Signing and Traffic Maintenance," of these Special Provisions. Any overtime for construction survey, geotechnical/testing services, and inspection by City staff, outside of the 8:30 a.m. to 4:30 p.m. hours Monday through Friday, and any work on Saturdays, Sundays and Holidays, shall be paid for by the Contractor, and such costs will be deducted from the progress payments to the Contractor. The City may, at its discretion, provide geotechnical/testing and inspection services on Saturdays at no cost to the Contractor. The Contractor shall provide at least forty-eight hour notification for all overtime work requests. The following days are recognized as holidays by the City: 1. January 1st (New Year’s Day) 2. 3rd Monday in January (Martin Luther King, Jr. Day) 3. 3rd Monday in February (President’s Day) 4. Last Friday in March (Cesar Chavez Day) 5. Last Monday in May (Memorial Day) 6. July 4th (Independence Day) 7. 1st Monday in September (Labor Day) 8. November 11th (Veteran’s Day) 9. Last Thursday in November (Thanksgiving Day) 10. Last Friday in November (Day after Thanksgiving) 11. December 25th (Christmas Day) 280 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 91 When any of the above listed holidays falls on Sunday, the holiday shall be observed on the following Monday. Whenever any holiday falls on a Saturday, the holiday shall be observed on the preceding Friday. 900-7 FAILED TESTS All retesting of failed materials, field compaction tests, and standby charges for such services will be accomplished at the Contractor's expense. The cost for all retesting and standby charges will be deducted from the progress payments to the Contractor. The Contractor shall provide at least forty-eight (48) hours notification for the need of compaction and materials testing. 900-8 EXTRA WORK MARKUP (a) Work by Contractor. The following percentage shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits, and all other cost not specifically provided for: (1) Labor ...............................................................20% (2) Materials .........................................................15% (3) Equipment Rental ...........................................15% (4) Other Items and Expenditures ........................15% To the sum of the cost and markups provided for in this section, 1 percent shall be added as compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in 900-8 (a) shall be applied to the Subcontractor’s actual cost of such work. A markup of 10% on the first $5,000 of the subcontracted portion of the extra work and a markup of 5% on work in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 900-9 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS A prime contractor or subcontractor shall pay any subcontractor not later than 10 days of receipt of each progress payment in accordance with Sections 10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. The 10-days is applicable unless a longer period is agreed to in writing. Any delay or postponement of payment over 30 days may take place only for good cause and with the agency’s prior written approval. Any violation of Section 7108.5 shall subject the violating contractor or subcontractor to the penalties, sanctions, and other remedies of that Section. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies, otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the contractor, deficient subcontractor 281 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 92 performance, and/or noncompliance by a subcontractor. This clause applies to both DBE and non-DBE subcontractors. 900-9.1 Prompt Payment of Withheld Funds to Sub-Contractors No retainage will be held by the agency from progress payments due to the prime contractor. Prime contractors and subcontractors are prohibited from holding retainage from subcontractors. Any delay or postponement of payment may take place only for good cause and with the agency’s prior written approval. Any violation of these provisions shall subject the violating contractor or subcontractor to the penalties, sanctions, and other remedies specified in Section 7108.5 of the California Business and Professions Code. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies, otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the contractor, deficient subcontractor performance, and/or noncompliance by a subcontractor. This clause applies to both DBE and non-DBE subcontractors 900-10 BUY AMERICA Furnish steel and iron materials to be incorporated into the work with certificates of compliance. Steel and iron materials must be produced in the U.S. except: 1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials [60 Fed Reg 15478 (03/24/1995)]; 2. If the total combined cost of the materials does not exceed the greater of 0.1 percent of the total bid or $2,500, materials produced outside the U.S. may be used. Production includes: 1. Processing steel and iron materials, including smelting or other processes that alter the physical form or shape (such as rolling, extruding, machining, bending, grinding, and drilling) or chemical composition; 2. Coating application, including epoxy coating, galvanizing, and painting, that protects or enhances the value of steel and iron materials. 900-11 MEASUREMENT AND PAYMENT No separate payment will be made for work performed or for compliance with the requirements out lined in this Section, “Special Conditions.” Full compensation for such work and features shall be considered as included in the contract unit or lump sum prices bid for other applicable items of work, and no additional compensation will be allowed therefore. 282 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 93 SECTION 901 SPECIAL CONSTRUCTION REQUIREMENTS (Not a Bid Item) 901-1 PERMITS 901-1.1 City Encroachment Permit: The Contractor is required to obtain a no-fee Encroachment Permit from the City prior to commencing any construction. 901-2 MOBILIZATION Mobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, supplies, and incidentals to the project sites, and for all other work operations which must be performed, or costs incurred, prior to beginning work on the various contract items on the project sites. 901-3 CONSTRUCTION SCHEDULE AND TRAFFIC CONTROL PLAN One week prior to the Pre-Construction Conference, the Contractor shall submit to the Engineer for review: 1) a project Construction Schedule in accordance with the SSPWC Subsection 6-1, "Construction Schedule and Commencement of Work," 2) Traffic Control Plan addressing the requirements of Section 902, "Traffic Control, Construction Signing and Traffic Maintenance," 3) a Stormwater Pollution Control Plan (SWPCP) addressing the requirements of Section 903, of these Special Provisions, for the affected project sites, and 4) hauling routes of pavement materials. The Contractor's sequence and scheduling of construction shall provide for on-street parking within one hundred and fifty feet of any residence or business, unless otherwise authorized in writing by the City Engineer. Any revisions to the originally approved Construction Schedule must be approved by the Engineer, in writing, at least three working days prior to any construction. 901-4 CONSTRUCTION SEQUENCE The Contractor shall phase his/her construction operations such that the cold milling operation is a maximum of three working days ahead of the rubberized asphalt concrete overlay. All operations shall proceed in the direction of travel. The contractor shall submit his/her construction schedule to reflect the phasing based on providing for on-street parking within 150 feet of any residence or business, unless authorized by the City Engineer. The schedule must be approved by the Engineer in writing prior to the commencement of cold milling operations. 283 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 94 901-5 NOTICE TO AREA PROPERTY OWNERS/BUSINESS OWNERS/RESIDENTS In residential and business areas, the Contractor shall give written notice to all adjacent residents and businesses as applicable at least four (4) work days prior to restricting driveway access or starting any work. The written Notice shall be approved by the Engineer and shall be a “door hanger,” or similar, style. The Notice shall describe the impending work, and shall identify dates and the stages of work. The Notice shall include a contact number for the Contractor’s on-site job superintendent. See Appendix B. Special consideration shall be given to multi-family complexes and other high density uses and businesses. Provisions shall be made for the urgent needs of property owners/business owners/residents for medical, fire, and police services. 901-6 CONSTRUCTION SURVEYING The Contractor shall provide all necessary construction surveying in accordance with the SSPWC Section 3-10, "Surveying". The Contractor shall bear all costs for restaking or remarking. The Contractor shall provide at least forty-eight hours notification for the need of survey services. The locations and limits of removal and construction of miscellaneous concrete and asphalt concrete facilities will be staked or marked by the Contractor and verified by the Engineer in the field. 901-7 COORDINATION OF WORK The Contractor shall coordinate the work with all respective utility companies for any related relocations and/or construction work. The contractor shall also coordinate the work with the U.S. Post Office at (805) 275-7777, Moorpark Unified School District at (805) 378-6300, Ventura County Fire Department at (805) 578-2980, Moorpark Police Department (805) 532-2700, and Waste Management at (805) 522-9400. The Contractor shall make every effort to eliminate or minimize any impacts on U.S. Post Office, Moorpark Police Department, Ventura County Fire Department, and school traffic. The Contractor shall coordinate the work with the City’s Landscaping Inspector for temporary shutting off the irrigation systems by notifying at least two (2) full working days prior to the work. The Contractor shall coordinate the work so that placement of slurry seal does not occur on a trash pick-up day. 284 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 95 901-8 REMOVAL OF MATERIALS All materials which are to be disposed of, including but not limited to, saw-cut concrete and asphalt concrete pavement, asphalt grindings, pavement fabric, miscellaneous concrete, and excess excavated earth and base material and other extraneous materials and debris, shall be removed immediately from the construction site. No overnight storage of materials or debris will be allowed in the street or surrounding areas. All surplus and extraneous materials and debris shall be disposed of by the Contractor at an approved landfill or disposal site at the Contractor's expense. 901-9 EQUIPMENT AND MATERIALS STORAGE The Contractor shall arrange and maintain a secure storage site(s) for all equipment and materials. All equipment and unused materials shall be returned to this site(s) at the end of each work day. The Contractor shall submit a route plan for the delivery of materials to both the job and storage sites at least three (3) working days before commencing work. Construction equipment, vehicles and materials shall not be placed or parked in front of or within shopping center and other business establishments. No overnight storage of materials or equipment will be allowed in the street or surrounding areas 901-10 WORK BEYOND PUBLIC RIGHT-OF-WAY Subsection 2-3, "Right-of-Way", of the SSPWC is hereby deleted, and replaced as follows: All improvements proposed to be constructed for this project, per the Plans, are physically located within the public street rights-of-way with the exception of any restoration of landscape planting and irrigation system improvements disturbed during construction and the matching of existing onsite improvements at driveways. Should the Contractor, however, require or desire temporary work areas and facilities beyond and outside of the public street rights-of-way, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, disposing, and restoring of temporary work areas and facilities. The Contractor shall indemnify and hold the City harmless from all claims for damages caused by such actions. 901-11 PROTECTION OF EXISTING IMPROVEMENTS During construction of the proposed improvements, extreme care shall be exercised to protect existing public and private property improvements, such as concrete and block walls, hardscape, fences, walks, brick planters, curbs, valves, asphalt, irrigation lines, landscaping, garden lights, utility meters, drainage structures, posts, signs, garden walls, mailboxes, etc., unless otherwise identified in these Special Provisions, or shown on the Plans for relocation/removal/ reconstruction by the Contractor. The protection of existing improvements in place may require shoring and/or bracing depending upon the condition of the facilities. Repair and/or replacement of any facilities damaged and/or removed by the Contractor, that is to remain, shall be at the expense of the Contractor. 285 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 96 No markings will be allowed on existing cross-gutters, spandrels, curb/gutters, and sidewalks. All USA and other markings shall be removed by the Contractor. 901-12 DUST AND NOISE CONTROL The Contractor shall provide the means to prevent dust, grit, excessive noise and other waste products from becoming a nuisance in and around the working areas. The Contractor shall take such steps, with the approval of the Engineer, to reduce or eliminate such nuisance. The Contractor is required to control dust during the entire contract period, including holidays and weekends. If the Contractor fails to control dust in accordance with these contract specifications, the City reserves the right to hire another contractor or agency to perform such work on a "force account" basis. The total cost for performing this work will be deducted from the total price of this Contract. 901-13 SURVEY MONUMENT TIES ADJUSTMENTS The Contractor shall locate, protect and save any and all survey monuments and ties that will be, or may be damaged or destroyed by the Contractor's operation. All existing nails and markers within the limits of sidewalks, curbs, curb/gutters, curb ramps and streets shall be tied down by the City's Contract Surveyor prior to such removals for subsequent adjustment and/or installation. Where a survey monument and/or property corner tie will be removed due to this construction, the Contractor shall save the monuments, markers, and appurtenances. The reinstallation of the actual monuments and/or property corners will be accomplished by the City's Contract Surveyor. A forty- eight hour notification to the City is required before removal of a survey monument tie. 901-14 MAINTENANCE OF EXISTING DRAINAGE SYSTEM The Contractor shall maintain the existing drainage system within the streets and the adjacent, affected private property during the entire duration of the construction. This item shall include applicable erosion control. 901-15 SUBMITTALS Section 3-8, "Submittals," is hereby supplemented as follows: Submittals (as applicable) shall consist of mix design and pre-testing of asphalt concrete, asphalt rubber hot mix, aggregate base, Portland Cement Concrete, material certification for tack coat, crack sealant, and pavement fabric. Tests will largely be performed in accordance with the City’s adopted Quality Assurance Program “QAP” (see Appendix “G”). The City will undertake plant inspections and testing of special items such as asphalt concrete and aggregate base. 286 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 97 Three weeks prior to the use of any material, the Contractor shall provide written certifications, shop drawings, and mix designs of all materials to be incorporated in the work. The Contractor shall not deliver any or use such materials prior to the approval of the Engineer in writing. 901-16 PROGRESS PAYMENTS The Contractor, or its designated representative, shall sign a monthly quantity payment sheet of completed work in order to expeditiously process monthly progress payments. 901-17 WATER FOR CONSTRUCTION Water for construction purposes, as required by these specifications, may be obtained from the Ventura County Water Works District No. 1, (805) 378-3000. The Contractor shall make all arrangements to obtain and transport the water, and shall, at his own expense, furnish and install all necessary metering, piping and fittings. All costs associated with water for construction shall be borne by the Contractor. 901-18 MEASUREMENT AND PAYMENT No separate payment will be made for any other work or other features as required and outlined in this Section, "Special Construction Requirements". Full compensation for all other work and features shall be considered as included in the contract unit or lump sum prices bid for other applicable items of work, and no additional compensation will be allowed therefore. 287 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 98 SECTION 902 TRAFFIC CONTROL, CONSTRUCTION SIGNING AND TRAFFIC MAINTENANCE (Bid Item No. 1A, 1B) 902-1 GENERAL Traffic control, construction signing and traffic maintenance shall consist of all traffic control involved in the Contractor's operations as required by these Specifications. Traffic control shall be in accordance with the most recent revision of the Caltrans "Manual of Traffic Controls for Construction and Maintenance Work Zones" and “Standard Plans” and the SSS Subsections 7-1.03, "Public Convenience," 7-1.04, "Public Safety," and Section 12, "Temporary Traffic Control." Nothing in these Specifications shall be construed as relieving the Contractor from his/her responsibility as provided in the SSS Subsection 7-1.04. All measurement and payment clauses of the SSS are hereby deleted and modified herein. 902-2 CONSTRUCTION - TRAFFIC CONTROL DEVICES Construction signing shall consist of furnishing, installing, maintaining and removing construction signs, barricades, and arrow boards in accordance with the most recent version of the Caltrans Manual of Traffic Controls and Standard Plans. The traffic control system shall be installed prior to starting work at each location and shall not be removed until all work has been completed. The Contractor shall post and maintain all necessary construction signs and flaggers. The Contractor, where directed and as approved by the Engineer, shall furnish and place temporary "No Parking" signs, 12 inches x 18 inches minimum size, along the affected streets, at a spacing not exceeding 50 feet. The signs shall be placed two working days in advance of any work. The signs shall include the day and the time during which parking will not be permitted. These signs shall be posted on laths only. Trees, mailboxes, utility posts, etc., shall not be used. The Contractor shall remove these signs immediately when they are no longer needed. The Contractor shall furnish, erect, maintain and remove when no longer necessary traffic control devices including fences and barriers, when and where it may be necessary to do so, in order to give adequate warning to the public of conditions resulting from the Contractor's operations and to guide traffic through or around the construction area. If the Contractor's operations interfere with existing traffic, and regulatory measures and traffic control devices are not adequate to safely control traffic, or if the nature of the work requires additional control, the Contractor shall provide experienced flaggers to perform the function of traffic control. While on duty, flaggers shall be properly attired and equipped. If in the opinion of the City Engineer, the Contractor fails to adequately control the flow of traffic, the City Police will be engaged to safely direct the vehicular traffic. Such added cost will be at the expense of the 288 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 99 Contractor. In addition, if an intersection is blocked causing unnecessary congestion, the Contractor may be liable for a fine of $1,000 for each incident. The Contractor shall place and maintain barricades at each end of and along an excavation, obstruction, or other restrictive condition and at distances of not more than fifty feet apart along the length thereof. In addition, flashers or other approved warning devices shall be placed at the same intervals/locations as the barricades and shall be illuminated from sunset each day until sunrise of the following day. 902-3 SPECIAL TRAFFIC ADVISORY SIGNS Project Advisory Signs The Contractor shall furnish, install and maintain “Temporary Road Construction” signs as shown in Appendix “C” for each street under construction. A total of four (4) such signs shall be placed at locations to be determined by the Engineer. These signs shall be in place seven (7) working days prior to the start of construction. The signs shall be maintained for the duration of the project. Business Entrance Advisory Signs The Contractor shall furnish, install and maintain “Temporary Business Entrance” signs as shown in Appendix “C” in the quantities appropriate for each business entrance affected by the construction and as determined by the Engineer. The Contractor shall maintain each sign, with each arrow properly oriented, until the business entrance is no longer affected by the construction. 902-4 TRAFFIC MAINTENANCE The Contractor shall provide a traffic control plan (TCP) for each street and submit it to the Engineer for approval. The TCP shall show the locations of all traffic control devices, address the movement of traffic, especially in intersections, and include the flashing of traffic signals in red by City inspection staff during paving in intersection areas. If prior approval of the City Engineer is received, standard traffic control drawings from the Caltrans Manual of Traffic Controls or Standard Plans may be substituted for engineered plans for typical locations and shall include written details regarding the street segment affected and the hours of operation. The Contractor shall cooperate with the Engineer relative to handling traffic through all work areas, and shall make his/her own arrangements relative to keeping the working area clear of parked vehicles, and in maintaining clear and continuous access to adjacent properties. The Contractor shall provide for controlled pedestrian crossings through the work area. Crossings shall provide pedestrians the means of passing over or through the work without tracking either tack coat or hot asphalt concrete, or endangering pedestrian safety. 289 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 100 Throughout the life of the project, safe, unobstructed and adequate pedestrian and vehicular access shall be continuously provided and maintained to fire hydrants, bus stops, and all affected property and all affected intersecting streets and driveways, unless otherwise approved in advance on a specific location basis by the Engineer. Care must be taken to comply with access requirements, for those access points that serve as the sole access to one or more properties. Where non-motorized (pedestrian, equestrian, or bicycle) facilities exist, they shall be maintained in passable condition or other facilities shall be provided. Passage between facilities at intersections shall likewise be provided. In areas of high volume non- motorized traffic, such as shopping centers, the Contractor shall provide for controlled pedestrian crossings through the work or schedule work to avoid peak non-motorized volumes. Crossings shall provide for the existing non-motorized volumes. The crossings shall provide a means of passing over or through the work without tracking construction materials such as tack coat or hot asphalt concrete. The Contractor's equipment, and personal vehicles of the Contractor's employees, shall not be parked on the traveled way or on any section where traffic is restricted at any time. When material excavated for substructure construction is placed adjacent to the trench or excavation, it shall be placed in such manner as to economize space and minimize interference with traffic. If necessary, such material shall be confined by suitable bulkheads or other devices. If the street is not of sufficient width to hold excavated material without using part of an adjacent walkway, a passageway at least one-half the width of such walkway shall be kept open at all times. The Contractor shall cooperate with the Engineer in locating all traffic control devices required. If the Contractor fails to promptly provide traffic control devices as required under this Section, the City may, at its option, so provide them at the Contractor's expense. The Contractor shall pay to the City, or the City may deduct, the cost of such work from any moneys due the Contractor from the City. 902-5 PUBLIC RELATIONS, CONSTRUCTION PHASING, AND ACCESS This project includes work in business and residential areas and it is imperative that access to each driveway during construction is maintained per these Specifications. The Contractor shall conduct his/her operations so as to minimize inconvenience to the public vehicular traffic. The Contractor shall have under construction no greater amount of work than is demonstrated that the Contractor can handle properly with due regard for the rights of the public. Project construction shall be phased to facilitate safe and efficient traffic flow, and to maintain public relations and minimize the inconvenience to the public. In an effort to meet this objective, the construction operations throughout the length of each street segment on each schedule shall be performed to accommodate one lane (12 feet wide) with an experienced flagger on each end to control the flow of traffic to the satisfaction of the Engineer. 290 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 101 902-6 ACCESS TO LOCAL RESIDENCES AND BUSINESSES Access to adjacent streets and residential and business driveways must be considered and respected at all times. Steps to accommodate the ingress and egress to these adjacent properties must be implemented, especially during the morning and late afternoon peak traffic periods. The required traffic control plan shall incorporate provisions or steps for the accommodation of the access needs. 902-7 RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES The Contractor shall at all times provide a minimum of one traffic lane. Experienced flaggers, with radio communication devices, shall be provided at each end of the travel lane, to coordinate alternating traffic flow in each direction. The full width of the traveled way shall be open for use by the public on Saturday, Sunday and any day designated by the City as a legal holiday; after 4:30 p.m. Friday, after 4:30 p.m. on the day preceding a designated legal holiday; and on any working day when construction operations are not actively in progress. When a section of pavement has been completed, it shall, when ordered by the Engineer, be opened for use by traffic. 902-8 MEASUREMENT AND PAYMENT Measurement and payment for traffic control, construction signing, and traffic control maintenance, including special traffic advisory signs, complete in place, will be made at the contract lump sum price bid as shown in the Bid Schedule. The above price and payment shall be considered as full compensation for furnishing all labor, materials, equipment, tools, transportation and incidentals, and for doing all the work involved and necessary for traffic control, construction signing and traffic control maintenance, complete in place, including preparation of traffic control plans, notices, signs, barricades, delineators, sign relocations and maintenance, flaggers, and auxiliary police services, as specified in the SSPWC and these Special Provisions, and as directed by the Engineer. 291 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 102 SECTION 903 STORMWATER POLLUTION CONTROL (Bid Item No. 2A, 2B) 903-1 DESCRIPTION The Contractor shall take all necessary steps during the project construction period to prevent or reduce discharge of pollutants from the work sites to the City storm drain system utilizing the following prevention measures:  Maintain clean work sites through good housekeeping measures and regular clean-up and disposal of all debris, storage materials, saw-cut slurry, waste, etc.  Eliminate discharge of sanitary water/septic waste to storm drain system by providing convenient and well maintained facilities, and regular service and disposal.  Manage and operate construction vehicles and equipment in a manner to prevent leaks, spills, and waste.  Prevent and control the discharge of: Soil Sediments Concrete and mortar waste Asphalt and bituminous materials Chemicals from treated wood products Paints, solvents, adhesives, and cleaning solutions Soil, trimmings, and garden chemicals Construction water from collecting and transporting pollutants Saw-cut slurry materials  Prevent pollution of the storm drain system during import, export, stockpiling, and spreading or grading of earthwork materials. For more detailed information and specifications for stormwater pollution control at construction sites, refer to document titled, "Stormwater Pollution Control Guidelines For Construction Sites," which by reference forms a part of these Special Provisions and is available at the Public Works counter. To assure achieving the above requirements, a Stormwater Pollution Control Plan (SWPCP) shall be submitted with the contract documents at least one week prior to the Pre-Construction Conference for the Engineer's review. The SWPCP shall include the Contractor’s proposed provisions for diverting and controlling water around the project site, and the prevention of pollutant discharge as described herein. 292 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 103 903-2 MEASUREMENT AND PAYMENT The measurement and payment for Stormwater Pollution Control will be paid for at the contract lump sum price bid as shown in the Bid Schedule. The above contract price and payment shall be considered as full compensation for furnishing all labor, materials, equipment, tools, transportation and incidentals, and for doing all the work involved and necessary to accomplish the prevention and control of pollutant discharge to stormwater, including good housekeeping practices, containment of waste, control of construction site perimeter, vehicle and equipment management, management of concrete and mortar products, management of asphalt and bituminous products, stockpiles, paint, solvents, solutions, dust control, and the preparation of the SWPCP, complete, as specified in these Special Provisions, and as required by the federal NPDES for Stormwater Pollution Control Program, and as directed by the Engineer. 293 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 104 SECTION 904 STREET SURFACE PREPARATION (Bid Item No. 3A, 3B) 904-1 GENERAL Minor failures, such as cracks 1/8-inch wide or wider at the pavement surface after cold milling, shall be repaired. This repair work shall consist of weed removal, crack cleaning and sealing, and patching cracks greater than 1 inch and potholes of any size and depth by placing and compacting asphalt concrete hot mix. Where cracks have formed, and the pavement has been raised creating a ridge, the Contractor shall remove the ridge by chipping, grinding, or a method approved by the Engineer, prior to filling the crack. Vacuum or air generated type sweepers shall be used for surface preparation. Mechanical type sweepers shall not solely be used. 904-2 CRACK SEALING This work shall consist of routing and filling all cracks 1/8-inch wide or wider in asphalt concrete pavement to be overlaid with sealant material, meeting the following specifications. Excess crack sealing materials shall be removed from the pavement surface by cold milling as directed by the Engineer. 904-2.1 Routing All cracks in the asphalt concrete pavement receiving sealant shall be routed by mechanical means to a minimum width of 1/2 inch and 3/4 inch deep. 904-2.2 Blowing of Cracks All cracks in the asphalt concrete pavement receiving sealant shall be blown clean and free from dirt, debris and vegetation with compressed air at not less than 100 psi. 904-2.3 Sealing All properly prepared cracks shall be sealed by inserting a nozzle into the crack and filling it from the bottom up with the approved sealant material, meeting the following specification. 294 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 105 TEST PARAMETER SPECIFICATION LIMITS Cone Penetration (ASTM D3407)15 –45 Resilience (ASTM D3407)30% min. Softening Point, (ASTM D36)200°F min. Ductility, 77°F (ASTM D113)30 cm-min. Flexibility (Crafco Procedure)Pass @ 30°F Asphalt Compatibility (ASTM D3047) Pass Bitumen Content (ASTM D3407)60% min. Tensile Adhesion (ASTM D3583)400% min. Safe Heating Temperature 400°F Recommended Pour Temperature 380°F Brookfield Viscosity, 375°F (ASTM D3236) 4000 - 15000 cp 904-2.4 Squeegeeing After filling the cracks with the sealant, they are to be squeegeed with a "U" shaped squeegee. The sealant shall not be left flush with the adjacent pavement but remain down 1/4 inch below the adjacent pavement surface. 904-2.5 Equipment The router shall be a two wheeled, Impact router. The sealant machine shall be a double boiler heat system capable of heating the sealant to the manufacturer's recommendations without placing direct heat on the sealant. The compressor shall be a compressor capable of providing a minimum of 100 psi at the nozzle for removal of any debris, dirt or vegetation remaining in the cracks after the routing. The squeegee shall be a "U" shaped, rubber footed tool capable of leaving the sealant 1/4 inch below the adjacent pavement surface, and without leaving excess material in the cracks and any material on the adjacent pavement after filling. 904-3 EDGE GRIND AT CURB RAMP Prior to placement of any slurry seal, the pavement edge at all curb ramps shall be cold milled, per the Edge Grind at Curb Ramp Detail, on Appendix C. 295 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 106 904-4 GRASS AND WEED KILLING Prior to the cold milling and crack sealing operations, all grass and weeds shall be destroyed by application of weed killer. The application shall be performed by a person or firm licensed for this type of work, using the chemical “Roundup” for the contact kill (including application of the identification dye) and the chemical “Oust” as the pre- emergent and long lasting kill, or approved equal. The pre-emergent herbicide selected was recommended by a State of California licensed pest control advisor and the application is approved for use in California. 904-5 MEASUREMENT AND PAYMENT Measurement and payment for street surface preparation, complete in place, will be made at the contract lump sum as shown in the Bid Schedule. The above contract price and payment shall be considered as full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved and necessary for street surface preparation, complete in place, including all crack cleaning, routing, sealing, grass and weed killing and removal, pothole repairs, and disposal of all extraneous materials and debris, as shown on the Plans, as specified in the SSPWC and these Special Provisions, and as directed by the Engineer. 296 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 107 SECTION 905 SLURRY SEAL (Bid Item 4A, 4B) 905-1 GENERAL The slurry seal work consists of furnishing all labor, materials, tools, equipment and incidentals necessary for the complete application of emulsion-aggregate slurry (Type II) as shown on plans and maps. The material for the emulsion aggregate slurry shall conform to the requirements of Subsection 203-5 and 302-4 of the SSPWC, except as modified herein. The Contractor shall protect all metal manhole, survey monument vault covers, and water valve covers during the slurry application. After the slurry has been applied and cured, the Contractor shall remove all slurry material attached to manholes, survey monument vault covers, and water valve covers. The Contractor shall provide such flaggers and barricades as required to protect the uncured slurry from vehicular traffic. Any damage to the uncured slurry shall be the responsibility of the Contractor. 905-2 MATERIALS Emulsion - aggregate slurry shall be Type II. The amount and type of accelerator used shall be submitted to and approved in advance by the City. Emulsified asphalt shall be Polymer modified quick-set type PM-CQS-1h. Prior to a change of emulsion, Contractor shall thoroughly clean all emulsion tanks and mixing units to prevent any chemical reaction between the two emulsions. Contractor shall schedule and coordinate the delivery of aggregate to the stockpile(s) such that: (1) deliveries originate at the plant and arrive at the stockpile site within normal work hours on the same calendar day, (2) delivery site and project name are explicitly stated on each delivery ticket, (3) successive deliveries on the same calendar day show the cumulative total for that day, (4) copies of all delivery tickets are delivered to the City before the end of the working day, whereas any delivery tickets not so delivered may be rejected by the City. Any deviation from this process must have the prior approval of the City. 905-2.1 Aggregate Aggregate shall consist of sound, durable, crushed stone or crushed gravel and approved mineral filler. The material shall be free from vegetable matter and other deleterious substances. Aggregates shall be 100% crushed with no 297 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 108 rounded particles, volcanic in origin and black in color, as supplied by George Reed, Table Mountain Plant, Sonora, CA., or Equal. The use of gray or light- colored aggregate will not be allowed. 905-2.2 Polymer Modified Emulsion Polymer modified emulsion-aggregate slurry shall conform to the table below. Asphalt emulsions shall be composed of a paving asphalt base uniformly emulsified with water and an emulsifying or stabilizing agent. Polymer modified asphalt emulsions shall also contain a polymer. The asphalt emulsion shall be homogeneous. Within 30 days after delivery and provided separation has not been caused by freezing, the asphalt emulsion shall be homogeneous after thorough mixing. The polymer used in the manufacture of polymer modified asphaltic emulsion shall be, at the option of the Contractor, either neoprene, ethylene vinyl acetate, or a blend of butadiene and styrene. The emulsion supplier shall certify that the asphalt residue contains at least 2.5 percent polymer (dry weight) and that the polymer has either been added as a solid polymer to the base asphalt, or has been added in the form of a latex at the time of emulsion manufacture. Polymer modified emulsified asphalt shall be kept in a suspended state by an agitating mixer operated every 3 days. Requirements for Polymer Modified Cationic Quick Setting Emulsions] (PMCQS1h) Properties Min. Max. Test on Emulsions Viscosity SSF, @ 77°F Sieve Test, % Storage Stability, 1 day, % Residue by Evaporation Particle Charge 15.0 -- -- 57.0 Positive 90.0 0.3 1.0 -- -- Tests on Residue from Evaporation Test Penetration, 77°F Ductility, 77°F, cm Absolute Viscosity @ 140°F, poise Solubility in Trichloroethylene 40.0 40.0 2,250.0 97.0 90.0 -- -- -- Quantitative Test for Polymer Content Either; Torsional Recovery, % Or, Polymer Content in Residue, wt % 18.0 2.5 -- 3.0 905-2.3 Test Reports and Certification A certification of compliance shall be provided at least 48 hours prior to delivery 298 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 109 of emulsion to the project. 905-3 EQUIPMENT 905-3.1 General A. Inspection: The Contractor shall provide the slurry application equipment for inspection at the site or other location acceptable to the City of least two working days prior to beginning work. Any equipment requiring repair or replacement as determined by the City shall not be used on the work until its condition is accepted by the City. B. Maintenance: All equipment shall be maintained in a good state of repair, i.e., no excessive oil leaks that could damage existing asphalt, concrete or landscaped areas. All equipment safety guards shall be in place, hydraulic hoses shall be in good condition. No equipment shall show potential danger to the crews, passing pedestrians and motorists. Failure to comply with this provision will be cause to have the equipment removed from the job. Equipment considered by the City to be critical to the operation including monitoring equipment such as meters and scales shall be operational at all times. C. Temperature Measuring Devices: All emulsion storage facilities shall have temperature-measuring devices. Temperature measuring devices shall be operational at all times when the storage facility is in use. 905-3.2 Trucks Transit trucks shall not be used. The Contractor shall furnish and continuously operate a minimum of three (3) trucks with approximately fourteen (14) ton capacity for each scheduled workday. The number of trucks used each day shall be as shown on the approved schedule unless otherwise approved in advance by the City. Failure by the Contractor to adhere to this requirement will cause the City to sustain additional inspection costs to be determined by the City which will be deducted from any compensation due the Contractor. All trucks which the Contractor proposes to use that exceed the legal limit are required to have overweight permits from the City. Prior to the beginning of slurry operations, Contractor shall furnish, at no cost to the City, a licensed weigh master’s certificate indicating the net weight capacity of the aggregate bin for each truck and the empty weight of the truck. The certificate shall be dated no more than 60 days prior to construction. 299 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 110 905-3.3 Slurry Spreader Box The Slurry Spreader Box shall be equipped with a steering device and suitable drag to erase ridges. The drag rubber shall be new at the beginning of the contract and shall be maintained in a good state of repair throughout the contract. A minimum 2-foot length of burlap material shall be attached to the entire width of the drag. 905-3.4 Continuous Flow Mixer Continuous flow mixers shall conform to SSPWC Sec. 302-4.3 and shall be equipped with a fines feeder for addition of accelerator and a thermometer for indicating emulsion temperature. 905-3.5 Sweepers Street sweepers for pre-slurry application cleaning shall be air-vacuum type approved in advance by the City. Post application cleaning may be performed by broom type sweepers approved in advance by the City. 905-3.6 Support Equipment Support equipment such as front-end loaders and emulsion storage tank shall be in good working order and sized adequately to maintain the slurry seal work without interruption. Emulsion storage tank shall have a thermometer for indicating emulsion temperature. 905-4 APPLICATION 905-4.1 General Except where otherwise indicated herein, slurry seal application shall be in accordance with SSPWC Section 302-4.8. No application of slurry shall occur until all pot holes are repaired, deep patching, skin patching, crack sealing or other preliminary pavement repairs have been completed, raised pavement markers removed; and pavement markings and striping removed by wet sand blasting. The surface of the pavement shall be thoroughly cleaned by sweeping or other means necessary to remove all loose particles of paving, all dirt and other extraneous material prior to the application of slurry. No slurry seal shall be placed before 8:30 a.m. nor after 2:00 p.m. No street shall be closed to traffic for more than four (4) hours after being slurried, unless approved by the Engineer. No street shall be closed to traffic until immediately prior to slurry application. 300 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 111 Emergency vehicles shall be permitted to pass through the work area without delay at all times. Slurry seal must be placed on alternate streets in a neighborhood to minimize inconvenience to the traveling public and local automobile parking. Slurry shall be applied only when the temperature of the pavement is above 60° F and the atmospheric temperature is at least 60° F and rising unless otherwise directed. The slurry shall be properly proportioned, mixed, and spread evenly on the surface as specified herein and as directed. The cured slurry shall have a homogeneous appearance, fill all surface voids and penetrate cracks, adhere firmly to the surface and have a skid-resistant texture. 905-4.2 Stockpiling A. Contractor shall arrange with the City for appropriate areas for stockpiling and batching. The stockpile areas shall be thoroughly cleaned, removing all excess material and all material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of slurry operations in that area. B. Stockpile within a private property requires the consent of the owner and owner’s satisfactory completion of final cleanup/removal. C. Any damage done to these areas as determined by the City shall be corrected by the Contractor to the satisfaction of the City prior to final payment. D. The Contractor shall stockpile all slurry constituents at the same site for the work in each area. 905-4.3 Preparation A. The Contractor shall fill cracks prior to application of the slurry as specified in Section 904 of these Special Provisions. Certain areas not appropriate for crack filling, as determined by the Engineer, will need to be cleaned by the Contractor. These areas shall be cleaned by blowing out debris with high-pressure compressed air and the surrounding areas shall be swept the same day. B. Preparation shall include removal of pavement markers, trimming of interfering shrubbery and ground growth, removing trimmed vegetation, controlling nuisance water, and sweeping. Immediately prior to slurry application, the surface shall be cleaned of dust, dirt, oil, grease, vegetation and other foreign material. C. Contractor shall remove existing raised pavement markers and 301 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 112 thermoplastic markings prior to the commencement of any slurry application. D. Any vegetation in the area of the slurry seal shall be removed. E. All concrete surfaces to be joined by the slurry seal with exception of longitudinal curb and gutter shall be covered prior to slurry application with tar paper or other approved material. F. All metal covers and survey markers within the street slurry seal areas shall be protected by the Contractor in order that the slurry seal will not adhere. The methods of protection shall be approved in advance by the City's Inspector. These areas shall be cleaned no later than twenty-four (24) hours or the following workday after the application of the slurry seal. G. Prior to placement of any slurry seal, the pavement edge of all curb ramps shall be cold milled, as specified in Section 904-3. 905-4.4 Mixing and Spreading A. Subsection 302-4.6.3 is hereby deleted and replaced with the following: Slurry seal shall be placed only when the ambient temperature is above 60 degrees and rising. No slurry will be placed during inclement weather or the threat thereof. Contractor shall bear the responsibility of cancellation of work on these days and shall be responsible for any damages which may arise from non-cancellation. B. The application of slurry shall be such that the Contractor complies with the restrictions in Section 902-3 herein. C. Each slurry crew shall be composed of a coordinator at the project site at all times, a competent quick-set mixing man, a competent driver, sufficient traffic control personnel and sufficient laborers for any handwork and cleanup. D. No slurry seal shall be placed on a wet street or crossing without the City's consent. E. In areas with existing asphalt berms, the slurry application shall include the entire berm. F. Intersections and commercial driveways shall be completed in two or more parts to allow ingress and egress to traffic. G. When necessary to provide vehicular or pedestrian crossing over the fresh 302 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 113 slurry, the City will direct the Contractor to spread sufficient sand or rock dust on the affected area to eliminate tracking or damage to the slurry. Sand or rock dust used for this purpose shall be at the Contractor's expense. Slurry aggregate is not acceptable for this application. The texture and appearance of the sanded areas shall sufficiently match adjacent work or the area shall be repaired as required by the City at the Contractor's expense. H. Contractor shall provide barricades and other traffic control devices as necessary to eliminate traffic on areas of fresh slurry that might sustain damage from such traffic. Any tracking of slurry seal on private property will be the responsibility of the Contractor to correct. I. The cost of cleanup and/or damage caused by vehicles tracking through the slurry seal shall be born solely by the Contractor. J. Slurry shall be applied with an overlap of the concrete gutter of 1” (1 inch). Any slurry material exceeding the 1” shall be removed by the contractor prior to completion of the project. The overlap dimension of the longitudinal lap joint shall not exceed 6" (six inches) unless directed otherwise by the City. K. Where the completed slurry is not uniform in color, the street shall be treated to eliminate the color variation at the Contractor's expense. The method of treatment shall be approved by the City. L The Contractor shall sweep all streets including gutters after slurry application. Additional sweeping may be required by the City at the Contractor's expense if the City determines that sufficient loose material is accumulating after the initial sweeping. M. The application rate shall not exceed 200,000 square feet per day on residential streets and 300,000 square feet per day on commercial streets. After 10 consecutive working days of operation, the Contractor may request that these spread rates be increased. In consideration of the Contractor's performance and in the interest of the project, the City may elect to allow this change. 905-4.5 Rolling After application, all areas receiving slurry seal shall be rolled with a rubber-tire roller. Rolling shall be performed with two complete passes by a 12-ton nine- wheel rubber tired roller with a tire pressure of 50 psi and maintained so that the air pressure will not vary more than 5 psi from the designated pressure. Rolling shall be performed after slurry is applied and as soon as it sets up enough to support the roller and not pick up slurry on the tires. 303 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 114 Areas of shade on the pavement that set up more than 10 minutes later than other areas shall be rolled separately, but as soon as they set up sufficiently to meet the requirements herein. Insufficient rubber-tire rollers to meet these requirements shall be cause for termination of slurry operations until rolling can keep pace with slurry spread. 905-4.6 Test Sections At least five (5) working days prior to commencement of work and prior to issuing notifications to property owners, Contractor shall perform test sections for review and approval by the City for slurry to be used in the contract. Test sections shall include pavement preparation, crack routing and sealing, and cured slurry seal open to traffic all in conformance with these specifications. The area of the test sections shall be at least 5,000 square feet. The test section locations shall be in the area of the work. The test section locations shall be in the area of the work and shall be completed prior to 11:00 a.m. to allow for minimum delay of test results. Test section locations shall be approved by the Engineer prior to placing slurry. If the tested materials and workmanship do not meet specifications, the Contractor shall arrange with the City for subsequent test section locations, sampling, testing and monitoring. All expenses to the City for subsequent test sections shall be reimbursed by the contractor by deduction from the contract price. The Contractor shall not begin slurry application until the test sections have received written approval by the City. The approved mix design and test section results shall determine the mixing parameters for this project. 905-4.7 Monitoring The Contractor shall facilitate the following testing and monitoring activities to be performed by the City: A. Obtaining load tickets for materials delivered to the stockpile sites (to be given to the City the same day the material is received). B. Obtaining tare and loaded weights for each load on each truck at the stockpile site. (Note: If the Contractor agrees to fill oil and water prior to weighing loaded trucks, the tare weight need only be taken as required by the City.) C. Obtaining measurements of emulsion and water added for each truck at the stockpile site. 304 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 115 D. Obtaining volumetric measurements of rubberized slurry for each truck. E. Sampling for Wet Track Abrasion Testing at the work sites. F. Measurement of street area covered. G. Monitoring of work quality and traffic control. 905-5 MEASUREMENT AND PAYMENT Measurement and payment for slurry seal will be made at the contract unit price bid per square feet, as shown in the Bid Schedules. The above contract price and payment shall for slurry seal shall be considered as full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals for doing all the work involved and necessary for constructing slurry seal, complete in place, including disposal of all extraneous materials as shown on these plans, as specified in the SSPWC and these Special Provisions, and as directed by the Engineer. 305 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 116 SECTION 906 REMOVE AND REPLACE ASPHALT CONCRETE (Bid Item No. 5A, 5B) 906-1 GENERAL The work of Remove and Replace Asphalt Concrete consists of removing and replacing the existing asphalt concrete and base if necessary to the specified depth or to the base layer. 906-2 MATERIALS Materials used shall be Asphalt Concrete as specified in Subsection 203-6 of the Standard Specifications. The class of combined aggregate grading and grade of asphalt shall be Class B PG 70-10. 906-3 CONSTRUCTION The Engineer shall mark the locations of each asphalt repair. The asphalt concrete shall be removed to a uniform depth as specified. The edges of the removal area shall be neatly sawcut. Where asphalt is to be removed and replaced within the same location that has been disturbed by tree roots, and where roots are found after removal of asphalt, the base and subgrade shall be over excavated an additional 12 inches below the asphalt removal and any tree roots removed. The subgrade and base shall then be replaced and recompacted. All removed material including but not limited to asphalt concrete, concrete, base material, earth, pavement fabric and any other extraneous materials and debris shall be removed from the site at the contractor’s expense. If base rock is exposed, the surface shall be rolled. Asphalt concrete shall be constructed as specified in Section 302-5 of the Standard Specifications. 906-4 DISTRIBUTION AND SPREADING Placement of asphalt concrete shall be in conformance with Subsection 302-5.5 of the Standard Specifications and these Special Provisions. No longitudinal joints will be allowed. The Contractor shall designate staging areas approved by the City Engineer for trucks to transfer trailers and perform clean out, if necessary. Trucks shall only use the approved designated areas for these purposes. To avoid picking up loose rock in the project area, the tires of all trucks must be lightly oiled with linseed oil or soybean oil or approved equal, but not to the point of runoff. 306 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 117 Diesel fuel will not be allowed on the project for oil down of equipment. The provisions of Subsection 5-3.1 of the Standard Specifications are hereby incorporated into these Special Provisions, whereby incompetent operators shall be removed from the work. Indications of lack of experience, or unfamiliarity with the equipment or its operation will be considered incompetence. The Contractor shall be responsible for protecting existing storm drain inlets, swales, and culverts to ensure that no sand, gravel, rock dust, tack coat, asphalt, or spoils from paving operations enter into storm drain inlets. All PCC, brick or other decorative surfaces within 500 feet of the work limits that are to be crossed by trucks used to haul pavement material shall be covered with sand or other durable covering prior to placement of asphalt concrete. The Contractor shall have sufficient power brooms on site during all periods of distribution and spreading to provide for cleanup of haul routes and work areas. Power broom shall provide miscellaneous cleanup of pavement material spoils as directed by the City’s Project Representative. 906-5 ROLLING Rolling of asphalt concrete shall be in conformance with Subsection 302-5.6 of the Standard Specifications and these Special Provisions. An extra breakdown roller shall be on site at all times, free of defects. Breakdown rolling shall commence when the asphalt concrete is placed. Rolling shall be accomplished with the drive wheel forward and with the advance and return passes in the same line. 906-6 MEASUREMENT AND PAYMENT Measurement and payment for remove and replace asphalt concrete, complete in place, shall be made at the contract unit price per square foot as shown in the Bid Schedules. The above contract price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in removals, subgrade preparation and constructing asphalt concrete pavement as specified in the approved plans, Standard Specifications, and these Special Provisions. 307 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 118 SECTION 907 ASPHALT TACK COAT (Not a Bid Item) 907-1 DESCRIPTION Work to be performed under this Section covers all labor, materials, tools, equipment and incidentals necessary to furnish, apply, and complete in place tack coat in conjunction with the asphalt concrete overlay and other asphalt paving work. All such work shall conform to the applicable provisions of the Standard Specifications, and these Special Provisions. 907-2 MATERIALS The tack coat shall be asphalt grade PG 64-10. 907-3 APPLICATION The tack coat shall be applied as specified in Subsection 302-5.4 of the Standard Specifications and these Special Provisions. The Engineer will determine if the pavement is sufficiently dry for the application of the tack coat. Tack coat shall not be applied when the temperature of the surface to be tacked is below 40° Fahrenheit in the shade. Contractor shall clean the surfaces so that they are free of dirt and debris prior to the application of the tack coat. City Inspector shall approve surface prior to application of tack coat. The tack coat shall be applied only so far in advance of paving as is anticipated for that day's surfacing as permitted by the City Inspector. Any heated scarified recompacted pavement that is not overlaid and which becomes contaminated with dirt, debris, dust, etc., or is left overnight shall have a tack coat applied prior to overlaying. Tack coat shall be applied to all vertical surfaces of existing pavements, curbs, gutters and construction joints in the surfacing against which additional material is to be placed, to a pavement to be surfaced and to other surfaces designated by the City Inspector. Any tack material deposited on concrete surfaces not to be overlaid with asphalt concrete will be removed within five (5) working days or the City will cause the work to be done and any cost incurred shall be deducted from contract retention monies due. Tack coat shall be applied in one application at a rate of between 0.05 and 0.10 gallon per square yard of surface covered. Tack coat material shall be applied at minimum 350 degrees Fahrenheit (F) from a distributor truck with a heating element capable of raising the temperature at least 3 degrees F per hour. The tack coat shall be applied by distributor equipment at a uniform rate. In areas 308 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 119 inaccessible to the spray bar on the applicator truck, SS-1h emulsion may be substituted and applied from a hand wand at a rate of 0.08 gallons per square yard. In any case where emulsified material is used, the tack coat shall be allowed to completely break, that is turn completely black (not dark brown), prior to paving. The area to which tack coat has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto adjacent surfaces. If the area is left unattended, then appropriate “fresh oil” signs must be posted. The Contractor shall be responsible for resolving all claims related to asphalt materials splashed/tracked on vehicle, concrete, and private property. The Contractor shall be responsible for protecting existing storm drain catch inlets and to ensure that no tack coat spoils are sprayed into storm drain inlets. No tack coat shall be left exposed overnight. Immediately in advance of placing the asphalt concrete overlay, additional tack coat shall be applied, as directed by the Engineer to areas where the tack coat has been destroyed or otherwise rendered ineffective, and no additional compensation will be allowed for such work. Existing concrete curb faces, gutters and driveways shall be protected against disfigurement from the asphalt. Residue of the tack coat material shall be removed from curb faces, gutters and driveways by sandblasting to the extent required by the Engineer. 907-4 PAYMENT No separate payment will be made for work or other features as required and outlined in this Section, "Asphalt Tack Coat." Full compensation for such work and features shall be considered included in the price bid for "Remove and Replace Asphalt Concrete" and no additional compensation will be allowed therefore. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions. 309 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 120 SECTION 908 PROTECT SURVEY MONUMENTATION (Not a Bid Item) 908-1 GENERAL The work shall consist of protecting existing survey monumentation both in the existing pavement area and in existing concrete facilities including sidewalks and curbs. The existing monumentation to be protected shall include all existing survey monuments; pipes; railroad spikes; lead and tacks; scribes in concrete; and other survey markers which may be disturbed by the work. The Contractor shall identify such monuments to the City, which are not indicated on the plans. The survey monumentation to be protected shall be verified by the City prior to any work to protect the monument. 908-2 CONSTRUCTION Where a survey monument will be removed due to this construction, the Contractor shall save the monuments, markers, and appurtenances. The reinstallation of the actual monuments and/or property corners will be accomplished by the City's Contract Surveyor. A forty-eight hour notification to the City is required before removal of a survey monument tie. 908-3 PAYMENT No separate payment will be made for work performed or for compliance with the requirements outlined in this Section, “Special Conditions.” Full compensation for such work and features shall be considered as included in the contract unit or lump sum prices bid for other applicable items of work, and no additional compensation will be allowed therefore. 310 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 121 SECTION 909 PORTLAND CEMENT/CONCRETE IMPROVEMENTS (Bid Item No. 6A, 7A, 8A, 6B, 7B, 8B) 909-1 GENERAL New and existing concrete facilities, including curb, curb and gutter, local depressions, sidewalk, commercial and private driveways, handicap ramps, stamped and colored median, concrete cross gutters and spandrels, and other facilities shown on the Plans shall be removed and replaced or constructed at the locations indicated on the Plans or as directed by the Engineer. The existing concrete shall be sawcut full depth prior to excavation. In locations where the curb and gutter were cast monolithically with the sidewalk, the sawcut shall extend to the full depth required to assure complete separation of the curb from the sidewalk. Any concrete broken due to the Contractor's failure to comply with these requirements shall be removed and replaced at the Contractor's expense. Where sidewalk, curb, and curb and gutter is to be removed and replaced or constructed within the same location that has been disturbed by tree roots, and where roots are found, the base and soil shall be over excavated an additional 12 inches and any tree roots removed. 909-2 BASE PREPARATION The existing concrete to be replaced shall be removed and disposed of by the Contractor in accordance with the construction documents. The existing subgrade shall be compacted to 90% relative compaction and trimmed to the dimensions shown on the plans. All work shall comply with Section 300 of the Standard Specifications. Soil sterilization shall be performed in accordance with Section 301-1.2 of the Standard Specifications. 909-3 MATERIALS Concrete shall conform to Section 201 of the Standard Specifications and shall be Class 520-C-2500. Colored stamped concrete shall match the pattern and color of the existing median. 909-4 CONSTRUCTION Construction shall conform to Section 303 of the Standard Specifications and the following standard plans (see Appendix C). 311 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 122 Concrete Curb SSPWC 120-2 Concrete Curb and Gutter SSPWC 120-2 Concrete Curb Ramp SSPWC 111-5 Concrete Driveway SSPWC 110-2 Concrete Cross Gutter SSPWC 122-2 SSPWC 123-2 Concrete Sidewalk County of Ventura Plate E-3 Rev. E SSPWC 112-2 SSPWC 113-2 New curb ramps shall include truncated domes in conformance with current standards. The new concrete facilities shall be placed as marked by the Engineer. The line and grade of the replaced facilities shall conform to the existing facilities. In most instances, this will consist of a straight line between existing facilities. The Contractor shall water test all repaired curbs and gutters, cross gutters, and other repaired drainage facilities in the presence of the City's Inspector. Contractor shall protect work until the concrete has cured sufficiently to prevent vandalism (graffiti inscriptions) to the finished work. Vandalized concrete shall be removed and replaced at the Contractor's expense. Where curb or curb and gutter is to be removed and replace adjacent to pavement which is to remain in place, the asphalt concrete shall be removed at least 24 inches away from the concrete. After concrete is placed and cured, roadway subgrade shall be compacted to 90% relative compaction and the void filled with asphalt concrete in lifts not to exceed 3 inches. A minimum of two lifts shall be used and the top lift shall be 1- 1/2 inches thick. For concrete to be removed but not replaced, the void left shall be backfilled with clean native material. After curing has been completed and forms have been removed from the new curb and gutter or sidewalk, the void between the new concrete and the existing parkway shall be filled with clean native material and the entire parkway left in a clean and orderly condition. Driveways and alley approaches, including curb and gutter section adjacent, shall be removed and replaced within twenty four (24) hours. Curing time shall be seventy-two (72) hours. 909-5 PAYMENT Payment for the various types of concrete improvements shall be paid for on a unit price basis for each item, as enumerated in the bid proposal. The unit cost of each item shall include all costs associated with the work including, but not limited to, excavating; removal of roots; disposal of excavated materials; crushed aggregate base as called for in the Standard Plans; forming; placing and finishing concrete; stamping and coloring 312 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 123 concrete; placing the appropriate grooving on access ramps; patching of the adjacent asphalt concrete; and cleanup. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions. 313 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 124 SECTION 910 TRAFFIC SIGNING AND PAVEMENT DELINEATION (Bid Item No. 9A to 16A, 9B to 12B) 910-1 GENERAL Traffic signing and pavement delineation shall consist of the restoration of the existing painted traffic striping, reflective and non-reflective raised pavement markers (including blue hydrant markers), providing traffic signs, temporary lane line delineation. The Contractor shall locate and reference any existing pavement striping and marking prior to starting any work at any location if not shown on the striping plans. The pavement shall be delineated as specified in these Special Provisions, and as directed by the Engineer. The traffic signs, traffic paint, raised pavement markers, reflective materials, the application of new painted striping, and pavement markings, the installation of new raised pavement markers, and the removal of existing signs, striping, pavement markings and raised pavement markers shall conform to the provisions in the SSS Sections: 56, "Overhead Sign Structures, Standards, and Poles"; 82, "Signs and Markers"; and 84, "Markings"; in addition to the Standard Plans, and these Special Provisions. The SSS Measurement and Payment clauses are hereby deleted. 910-2 REFLECTIVE AND NON-REFLECTIVE RAISED PAVEMENT MARKERS Raised pavement markers shall be supplied and be placed in accordance with the SSS Section 85 and these Special Provisions. Pavement markers shall be the type and color shown on the Plans, and the work shall be in conformance with the SSS Subsection 85-1. A materials certificate of compliance will be required prior to the placement of any markers. Placement of the markers shall be in conformance with the provisions of the SSS Subsection 82-5. Pavement markers shall be in place no sooner than fourteen (14) days after the surface course of pavement has been opened to public traffic. 910-3 PAVEMENT DELINEATION Striping, pavement legends and symbols shall be thermoplastic, painted and raised markers as shown on the plans. Striping, pavement legends and symbols shall not be placed until spotted and the spotting is approved by a City representative. All paint shall be approved for use in this area by the APCD. Paint shall be applied in three (3) coats with adequate drying time between applications. The first coat of paint shall be applied no sooner than seven (7) calendar days after final paving. The second and third coats shall be placed after the previous coat is dry, and both shall be 314 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 125 reflectorized. All striping and markings shall be completed within 14 days of completing the paving. Striping details, pavement legends and symbols shall conform to those in Caltrans Standard Plans, current edition. Pavement legends and symbols shall be white, unless noted otherwise. All conflicting existing striping and pavement markers, which will not be covered by new construction, shall be removed by wet sandblasting. Painted lines and markings shall be removed by wet sandblasting. In areas adjacent to the pavement overlay where existing striping must be revised to conform to a revised striping pattern on the overlay, conflicting striping shall be removed by wet sandblasting. 910-4 TRAFFIC SIGNS All details and dimensions for traffic signs shall conform to the Caltrans Sign Specifications, Traffic Manual, Maintenance Manual, and Standard Plans and Standard Specifications. Copies are available from the Caltrans Central Publication Distribution Unit, 6002 Folsom Boulevard, Sacramento, CA 95819. All signs shall be reflectorized high intensity sheeting on 0.080 inch thick 5052H38 aluminum. Materials shall be certified by the manufacturer as meeting all applicable specifications. Sign posts shall be wide flange metal posts. Sign installation hardware shall be vandal resistant. Wood posts are not acceptable. In dirt areas, sign posts shall be embedded 24-inches into an 8-inch diameter by 24- inch deep PCC foundation. In existing pavement areas, sign posts shall be driven 24- inches through a core-drilled hole and then grouted in place. In new pavement areas (paved medians and sidewalks), sign posts shall be driven 24-inches through a 6-inch diameter pavement sleeve and then grouted in place. Prior to installation, the Contractor shall verify with the Engineer the precise locations of all traffic signs. Traffic signs to be relocated shall be removed and re-set on the existing posts/sleeves or better. It shall be the Contractor’s responsibility to protect the signs and posts/sleeves during relocation for their re-use. Signs and posts/sleeves damaged during relocation shall be replaced at the Contractor’s expense, in accordance with these Special Provisions. 910-5 TEMPORARY MARKINGS Temporary pavement delineation shall be furnished, placed, maintained and removed in accordance with the provisions in the SSS Section 12-3.01, "General," and these Special Provisions. Nothing herein shall be construed as to reduce the minimum 315 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 126 standards specified in the Manual of Traffic Controls, or as relieving the Contractor from his/her responsibility as provided in the SSS Section 7-1.04, "Public Safety." Lane line and/or centerline pavement delineation where pre-existing or shown to be installed in like kind shall be provided at all times for traveled ways open to public traffic. Whenever the work causes obliteration of any pavement delineation, temporary pavement delineation or permanent traffic stripes delineation of the appropriate color and detail shall be in place prior to opening the traveled way to public traffic. The delineation shall be placed in the location shown on the striping plans for permanent delineation (modified if necessary to provide a proper length transition to an adjacent Segment). Existing pavement markers, when no longer required for traffic lane delineation as directed by the Engineer, shall be removed and disposed of in accordance with the SSS Section 84-9, "Existing Markings." Surfaces on which temporary pavement delineation is to be applied shall be cleaned of all dirt and loose material and shall be dry when the pavement delineation is applied. All work necessary to establish satisfactory lines for temporary pavement delineation shall be performed by the Contractor. Temporary pavement delineation that is damaged from any cause during the progress of the work shall be immediately repaired or replaced by the Contractor at the Contractor's expense. Temporary pavement delineation for lane lines and centerlines shall consist of temporary reflective pavement markers placed and maintained at longitudinal intervals of not more than 24 feet apart. The interval for multiple left turns through intersections shall be not more than 10 feet apart. Temporary reflective pavement markers shall be the same color (yellow to separate opposing traffic or white to separate adjacent lanes in the same direction) as the lane line or centerline the temporary pavement markers replace. The temporary reflective pavement markers shall be, at the option of the Contractor, one of the following or equal: Temporary Overlay Marker (Types Y and W) manufactured by Davidson Plastics Company, 18726 East Valley Highway, Kent, Washington 98032, Telephone (206) 251-8140. Safe-Hit Temporary Pavement Marker, manufactured by Safe-Hit, Corporation, 930 West Hinton Avenue, Building #11, Hayward, CA 95545. Swareflex Pavement Marker (Models 3553, 3554, Cat Eyes Nos. 3002 and 3004), manufactured by Swarecon and distributed by Servtech Plastics Inc., 1714 South California Street, Monrovia, CA 91016, Telephone (818) 359-9248. 316 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 127 Stimsonite Construction Zone Marker (Model 66), manufactured by Amerace Corporation, Signal Products Division, 7542 North Natchez Avenue, Niles, IL 60648, Telephone (312) 647-7717. Flex-O-Lite Raised Construction Marker (RCM), manufactured by Flex-P-Lite, Lukens Company, P.O. Box 4366, St. Louis, MO 63123-0166, Telephone (800) 325-9525. 3M Scotch-Lane A200 Pavement Marking System (reflective raised pavement marker on reflective traffic line tape), manufactured by 3M Company, Traffic Control Materials Division, 223-3N 3M Center, St. Paul, MN 55144. MV Plastic Chip Seal Marker (1280/1281 Series), manufactured by MV Plastics, Inc., 533 Collins Avenue, Orange, CA 92667, Telephone (713) 532-1522. Temporary reflective tape (intersection multiple left turns only). Temporary reflective pavement markers shall be applied in accordance with the manufacturer's recommendations. Butyl adhesive pads shall be used to apply temporary reflective pavement markers to the top layer of permanent surfacing or existing surfacing. Temporary pavement delineation shall be maintained until replaced with the planned permanent pavement striping. When no longer required, temporary pavement delineation that conflicts with permanent pavement delineation, as determined by the Engineer, shall be removed and disposed of in accordance with the provisions in Section 7-1.13 of the SSS, "Disposal of Material Outside the Highway Right of Way." Full compensation for furnishing, placing, maintaining, and replacing (regardless of the number of times it is required) temporary pavement delineation, and for removal and disposal of the temporary reflective pavement markers shall be considered as included in the contract prices bid paid for the various items of work and no separate payment shall be made therefore. Full compensation for removing and disposing of existing or temporary pavement markers shall be considered as included in the contract unit price bid for asphalt concrete pavement and no separate payment shall be made therefore. 910-6 THERMOPLASTIC PAVEMENT MARKING MATERIAL Thermoplastic pavement marking materials and installation shall conform to SSS Section 84-2. Materials shall consist of extruded alkyd binder thermoplastic in conformance with State Specification 8010-19A. 910-7 MEASUREMENT AND PAYMENT 317 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 128 Measurement and payment for traffic signing, striping, and pavement delineation, complete in place, will be made at the contract unit prices bid for the various bid items shown in the Bid Schedule. The above contract price and payment shall be considered as full compensation for furnishing all labor, tools, equipment, materials, transportation and incidentals, and for doing all the work involved and necessary for construction of traffic signing and pavement delineation, complete in place, as specified in the SSS and these Special Provisions, and as directed by the Engineer. Full compensation for the installation, removal and disposal of existing and temporary pavement markers shall be considered as included in the contract unit price bid for other applicable items of work and no additional compensation will be allowed therefore. Damage of any signs, posts or post sleeves as a result of the construction operations, shall be considered as included in the contract unit lump sum prices bid for other applicable items of work, and no additional compensation will be allowed therefore. 318 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 129 SECTION 911 ADJUST UTILITY AND SURVEY MONUMENT COVERS (Bid Item No. 17A, 18A, 19A, 13B, 14B) 911-1 SCOPE OF WORK All manhole, utility valve, sewer clean-outs, and survey monument covers shall be adjusted to finish grade after slurry seal operations are completed as directed by the Engineer. The work includes manhole frames, grates, covers, utility valve and survey monument covers. All covers shall be marked and protected as specified herein. 911-2 CONSTRUCTION The Contractor shall mark, as approved by the Engineer, and completely protect with heavy plastic or other suitable material, as approved by the Engineer, all utility covers or other items which are visible on the surface and will be covered by his operations. This shall be completed prior to the start of that operation, and approved by the Engineer. For all sewer manhole covers, the Contractor shall ensure that the pick hole is clear of all asphaltic or fabric materials immediately after each stage of work, thus enabling identification of any sewer system back-up by the visible presence of effluent. The Contractor shall also scribe an “X” into the fresh pavement over all utility covers immediately after each stage of work, to assist crews in locating any covered manhole or valve. All manhole, utility valve, and survey monument covers shall be raised to grade after construction of the final resurfacing materials. The length of time between paving and the raising of any given cover shall not exceed seven (7) days. Care shall be taken to keep frames and covers clean. Any materials that have adhered to the frames and covers shall be removed. The concrete around the manholes shall be left 1-1/2" lower than the adjacent pavement. The surface shall be tack coated with 0.10 gallons per square yard and paved with Type D-3 asphalt concrete. Immediately after placement, the surface shall be sand sealed. 911-3 MEASUREMENT AND PAYMENT Measurement and payment for adjusting utility and survey monument covers to finish grade will be made at the contract unit price per each per type of cover. The above unit prices include any costs incurred for keeping the sewer manhole cover pick holes clear and for marking with an “X” the fresh asphalt over manhole covers, and no further payment will be made for these items. The above contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and 319 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 130 incidentals for adjusting utility and survey monument covers in accordance with the Contract Documents. 320 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 131 SECTION 912 RELEASE ON CONTRACT (Bid Item No. 20A) 912-1 GENERAL Prior to receiving final payment, the Contractor shall execute a "Release on Contract" form (included in Appendix "A" of these Specifications) which shall operate as, and shall be a release to the City, the City Council, and each member of the City Council and their agents, from all claims and liability to the Contractor for anything done or furnished for, or relating to, the work or for any act of neglect of the City or of any person relating to or affecting the work, except the claim against the City for the remainder, if any there be, of the amounts kept or retained as provided in the SSPWC Subsection 7-3, "Payment," and except for any unsettled claims listed on said form which have been filed in compliance with the requirements for making claims. 912-2 PAYMENT A payment of $1.00 will be made to the Contractor for executing this document. 321 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 132 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPENDICES FOR 2020 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 20-01 322 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project 133 LIST OF APPENDICES APPENDIX A Release on Contract APPENDIX B Notice to Property Owners and Residents APPENDIX C Standard Plans and Details APPENDIX D Location Exhibits and As-Built Drawings APPENDIX E Ventura County Air Pollution Control Board Rule 55 Fugitive Dust APPENDIX F City of Moorpark Encroachment Permit Application and Standard Conditions APPENDIX G Quality Assurance Program APPENDIX H Wage Rates 323 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project          Appendix A: Release on Contract 324 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project  RELEASE ON CONTRACT CONTRACT NAME: 2020 Slurry Seal and Pavement Rehabilitation Project SPECIFICATION NO.: MPK 20-01 WHEREAS, by the terms of the contract, dated ___________, entered into by the City of Moorpark and the undersigned Contractor, agreed to perform certain work for the compensation specified in said contract; and WHEREAS, the Contractor represents that said work is fully completed and that final payment is due to the Contractor under terms of said contact, NOW, THEREFORE, in consideration of the promises and the payment by City of Moorpark to the Contractor of the amount due under the contract, to wit, the sum of $___________, receipt of which is hereby acknowledged by the Contractor, the Contractor hereby releases and forever discharges City of Moorpark of and from all manner of debts, dues, demands, sum or sums of money, accounts, claims and causes of action, in law and in equity, under or by virtue of said contract except as follows: (If none, leave blank) IN WITNESS WHEREOF, the hand and seal of the Contractor have been hereunto set this day of 2020. THIS FORM MUST BE NOTARIZED using proper acknowledgment form (See Civil Code Section 1189, 1190, 1190a). Contractor By Title By Title 325 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project          Appendix B: Notice to Property Owners and Residents 326 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project  NOTICE TO PROPERTY OWNERS, BUSINESS OWNERS, RESIDENTS Date: Dear Property Owner/Business Owner/Resident, In approximately four days, , a contractor for the City of Moorpark Public Works Department, will be constructing the 2020 Slurry Seal and Pavement Rehabilitation Project. Your street is a part of this contract and will be affected. To accomplish this construction, it will be necessary to partially close your street on the days the work is in progress. The Contractor will post temporary "No Parking" signs at least three working days in advance of starting this work. Unfortunately, it will be necessary to prohibit parking in certain areas between 7:00 a.m. and 4:00 p.m. In cases of inclement weather, it may be necessary to reschedule the Contractor's operation. During this construction, we request your cooperation in parking your automobile(s) in a location(s) away from the actual construction zone or on other nearby street(s) not under construction. We also request that children refrain from playing in, or around, the construction zones for their safety. We regret any inconvenience this work may cause, and we thank you in advance for your cooperation and understanding in assisting us in improving your neighborhood in the most efficient way possible. Should you have any questions regarding the project, please call: Contractor: Telephone: City Contact: Daniel Kim, Senior Civil Engineer (805) 517-6255 dkim@moorparkca.gov CONTRACT NAME: 2020 Slurry Seal and Pavement Rehabilitation Project SPECIFICATION NO.: MPK 20-01 327 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project          Appendix C: Standard Plans and Details 328 4' 1220 mm MIN X .. 1.. ..1 .. X .. j I t~.4' (1220 mm) .....,.J~< A. I.Cl::!: A ORB ~ 4' 1220 rrim TYPE 1 TYPE 2 CASE A PARTS OF THIS STANDARD PLAN SHOW INSTALLATION FOR TYPICAL RETROFIT CONDITIONS, AND ARE NOT FULLY COMPLIANT WITH CALIFORNIA BUI.LDING CODE REQUIREMENTS FOR NEW DEVELOPMENT. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION .PRQMULGATIW BY THE PUBLIO WORKS STANDAR[)S INC, GREENBOOK COMMITTEE 1992 REV,. 1996, 2000, 2005, 2009, 2013 . CURB RAMP USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5 SHEET 1 OF 10 329 <o Q-a ~/I'. 4' 1220 mm >-~ ::,:: a::: <C a_ WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP, USE CASE A, TYPE 6 BCR GRADE BREAK STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP TYPE 3 TYPE 4. CASE A STANDARD PLAN 111--5 SHEET 2 OF 10 330 ( ~RB 4' 1220 mm R .. "!II'· I 2 I ~•I VOOmm) PCC WALK 4 1220 mm MIN R NOTE 2 CURB CURB FACE IF PLANTING AREA IS NOT ADJACENT TO SIDE FLARE, USE ")(" PER TA13LE 2 FOR THAT FLARE A ORB SEE FIGURE 1 R DE BREAK ~ij PLANTING AREA TYPE 5 TYPE 6 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD. PLAN CURB RAMP 111-5 SHEET 3 OF 10 331 _r CURB CURB FACE TYPE 1 TYPE 2 CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111--5 HEET 4 OF 10 332 SKEW ANGLE a=45' OFFSET b=O UNLESS OTHERWISE NOTED ON PLANS CURB CURB FACE y PLANTING AREA CURB CURB FACE y A .,., . NOTE 8 TYPE 1 X=4' (1220 mrn) IF ADJACENT TO PLANTING AREA, OTHEWISE SEE TABLE 1 E E 0 -(N A ·;'! . ._,. -~ % MAX··""' TYPE 2 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP CASE C CASED STANDARD PLAN 111-5 SHEET 5 OF 10 333 4' (1220 mm) <( Z OR i--~1+1 A OR B LESS X X=4' 1220 mm WHEN ADJACENT TO PLANTING AREA s NOTE 2 1--2 --r I 4' (1220 mm) l;-l!t~ U') :a MARKED CROSSWALK r z-x X .,.J .et~ U') :::i, x s MARKED CROSSWALK X X RADE BREAK MARKED CROSSWALK TYPE 1 MARKED CROSSWALK TYPE 2 CASE E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 HEET 6 OF 10 334 P RKWAY SEE NOTE 6 ~ 4' 1220.mm MIN EXISTING I I SE ROADWAY 5% ~::::· ··'J~J-.-- SEE NOTE 6F7. R . EXISTING ROADWAY 5% j, SEE NOTE 6 EXISTING ROADWAY ~ . R A2-0 CURB AND_GUTTER SECTION A-A PARKWAY y 4' ROUNDED EDGE SECTION 8-B P RK AY y 4' (1220 mm) MIN ---,2% MAX .__--=-_. A2-0 CURB AND GUTTER · SECTION C--C . z ~ z USE FIGURE 1 TO Dl:::TERMINE WHICH OF SECTIONS A-A, B-8 OR C-C IS APPROPRIATE. .. DEPRESS BACK Of WALK SEE DETAIL A, 8, C ORD, SHEET 10. DEPRESS BACK OF WALK SEE DETAIL A, B, C OR D,. SHEET 10, I.. · "1(1220 mmil" · "I -----· . /J.. DEPRESS_ BACK OF WALK \,__ __ ~4 ~ t~ ~ ( ~,1(4,t ~ ·.c::::::pcc SIDEWALK SECTION R-R STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CURB RAMP 111-5 SHEET 7 OF 10 335 PARKWAY WIDTH, FT (m) 4' 5' 6'' 7' 8' 9' 10· 11' 12' 13' 14' 15' 16' 17' 18' 19' 20• (1.2) MIN(1.5) (1.8) (2.1) (2.4) (2.7} (3.0) (3.3) (3.6) (3.9) (4.2) (4.5) (4.8) (5.1) (5.4) (5.7) (6.0) _,._ 1" (25)-r--,i--,,c~---t----+--l'---lr---t---i----t---t---t--i--i----1---t-1~1'---t E ", 5 2" (50)-t--1---t--..,:-t-,---+----t---t--------t----t---t------1--1--1----H-1 3" (75)-t--+---+---+-1 -,.__--+--+--+----+---+-----+--+--~---1-----11-----,t t3 ~ .". I I 4" (100)-t-1 -'r 't------t---t--t--t'-~:-t--f---t----;±=:::==±::::==::i=::::::l==l:::::::::;-if-t------t u TI "-, ,) SECTION A-A ~v z 5" (125)-,-0 ---+---1,.--.i---+--+--.:o"-..._..i-,--+-1-,,,:;....i, LANDING= 4' (1220 mm)11-l---1~--1 ~ 6" (150)-,.... z M------1-----1----1--l---+-----I-I~ '!ooLl---+--+----.,.__-1--~----1--4-----1 < 0 "' ~ 7" (175)-.-t) ... "-.,-.. ~ 8" (200)-,_ ~ /, '-', u 9" (22s)-r-'____,,,_r-r--,-;c:::::;:::;t:::::::;:=t:==::;1;::=:::;t:::;-:r--r-,•-'""tc",-,1,, I'---SECTION 8-B _..,, ~ ~ 10" (250)-+-__..1-----1---w<r,,,.,..-::....--.icALCULATE Z DIMENSIONl--+--+---+--1----1"°'c:--+---lf-----l 2 / , PER FORMULA BELOW ,........._ ....._ 25 11" (275) ! ''- z 12" (300)------------------------------------- OR MORE FIGURE 1 -SECTION USAGE NORMAL CURB FACE,, INCHES (mm) SECTlON Y-Y WHERE FIGURE 1 SHOWS USE OF SECTION 8-8, FIGURE Z DIMENSION AS FOLLOWS: 2'' (50) 3': (75) 4" (100} 5" (125) 8" (150) 7" (175) 8" (200) 9" (225) 10'' (250) 11" (275) 12 .. (300) X, FT (mm) Y, FT (mm) 4.00' (1220) MIN 2.63' {790) 4.00' (1220) MIN 3.95' (1185} 4.00' (1220} MIN 5.26' (1580) 4.17' (1275} 5.00' (1525) 5.83' (1775) 6.67' (2035) 7.50' (2285) 8.33' (2540) 9.17' (2795) 10.00' (3050) 6.58' (1975) 7;90' (2370) 9.21' (2765) 10.53' {3160) 11.84' (3555) 13.16' (3950) 14.47' (4340) 15.79' (4735} SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS, ALL STREETS TABLE 1 - X AND Y VALUES TABLE 1 REFERENCE FORMULAS: X = CF / 8.333% Y = CF / (8.333% -2% WALK CROSS SLOPE) W = PARKWAY WIDTH L = LANDING WIDTH, 4' (1220 mm) TYP Z = [(Y+L)-W] x 0.760 IF (Y+L) < W, THEN Z = 0 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP .STANDARD PLAN 111-5 336 4' (1220 mm 24• (1220 mm) GRADE BREAK TYPICAL CURB RAMP 1.X•DOWtjl ~ BACK OFWALI<~ I ~ =--=-~h.---h.-· ~:::J.---~-. GUmR SECTION T-T FLOW UNE SLOPED STREET FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF THE RAMP, BY THE FACTORS IN THE FOLLOWJN.G TABLE. FOR EXAMPLE, X.DOWN = X x K.DOWN s K.DOWN K.UP 0% 1.000 1.000 0.2% 0.977 1.025 0.5% 0.943 1.064 1% 0.893 1.1-36 2% 0.806 t.316 3% 0.735 1.563 4% 0.676 1.923 5% 0.625 2.500 TABLE 2 -SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS: K.DOWN = 8.333% / (8.333% + S) K.UP == 8.333% / {8.333% -S) STREET SLOPE ADJUSTMENTS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PL/\N . CURB RAMP 111-5 337 '' (305 mm /4" mm '?@ @ @ @ .c::s: ~ • aE N @ @ @ @ 0.90" N E @ @ @ @ (23 mrri)I@" '"I 0 e 0 SINGLE @ @ @ @ PATTERN . '"TRUNCATED DOME" 1 .. p12.35" · · (60 mm) GROOVING DETAIL DETECTABLE WARNING DETAIL CONSTRUCT FENCE OR HANDRAIL PER CONl'RACT PLANS --4 6" (150 mm) RETAINING CURB --...... !i1 PAVED SURF ACE ,-::PAVED SURFACE \ ~ (._____ DETAIL A ' DETAIL B GRADED RETAINING CURB..........____ SLOPE 2:1 ~· NPAVED SURFACE 1.------M-AX-?1 ··.· .. --~ I =r DETAIL C DETAIL D GENERAL NOTES: 1. CONCRETE SHALL BE CLA$S 520-C-2500 (310-C-17) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK. 2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (6 mm) GROOVES APPROXIMATELY 3/4" (19 mm} OC. SE'.E GROOVING DETAIL. 3. THE RAMf> SURFACE SHALL HAVE A TRANSvERSE BROOMED SURFACE'. TEXTURE CONFORMING TO SSPWC 303-1.9. 4. USE DETAIL "A" OR "B" IF EXISTING SURF ACE BEHIND LANDING IS PAVED. 5. USE DETAIL ;'C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED. 6. R = 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. SEE SHtIT 7. 7. ANGLE = .6./2 UNLESS OTHERWISE SHOWN ON PLAN. 8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION CURB RAMP STANDARD PLAN 111-5 SHEET10OF10 338 (: I--:, 0.. X w I--:, 0.. -:, X 0.. w ;:: DRIVEWAY. EXP JT EXP JT ABBREVIATIONS: WPJ WEAKENED PLANE JOINT BCR BEGINNING OF CURB RETURN WPJ WPJ EXP JT EXPANSION JOINT ECR END OF CURB RETURN NOTES: WPJ 1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, WPJ EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND TREE WELL UTILITY POLES LOCATED IN SIDEWALK AREAS. WPJ WPJ 2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR ~ILITY POLE INTERVALS NOT EXCEEDING 10' (3000 mm) IN WALKS AND 20' (6000 mm) IN GUTTERS. JOINTS IN CURB AND WALK EXP JT SHALL BE ALIGNED. WPJ 3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDEWALK. EXP JT EXP JT ECR 0::: \ROPERTY LINE (.) (D -:, J ] I-i 0.. J ;:: a. X CURB RAMP w I-J -;, a. a. ;:: X w STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGAlEO BY lHE PUBLIC WORKS STANDARDS INC. GREENBOOK COMMITlEE 1984 REV. 19960 2009 CURB AND SIDEWALK JOINTS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 112-2 SHEET 1 OF 1 339 WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE PARALLEL TO CURB OR PROPERTY LINE WALK ADJACENT TO PROPERTY LINE WALK LESS THAN 5' (1500 mm) WIDE WALK 5' (1500 mm) WIDE OR MORE WALK REPLACE T IF SCOR ENTIRE WALK CRETE FILL-IN GUTTER WALK ADJACENT TO CURB GUTTER IF LESS THAN 30" (750 mm) REPLACE ENTIRE WALK REPLACE 30" (750 mm) MIN WALK LESS THAN 5' (1500 mm) WIDE WALK 5' (1500 mm) WIDE OR MORE REPLACE WALK ENTIRE WALK GUTTER FILL-IN REPLACEMENT REPLACE 30" (750 mm) MIN IF LESS THAN 30" (750 mm) REPLACE ENTIRE WALK FILL-IN LESS THAN 5' (1500 mm) WIDE FILL-IN 5' (1500 mm) WIDE OR MORE PL: WALK FILL-IN GUTTER FILL-IN REPLACE ENTIRE FILL-IN WALK PL: IF LESS THAN 30" (750 mm) REPLACE ENTIRE FILL-IN REPLACE 30" (750 mm) MIN WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE NORMAL TO CURB OR PROPERTY LINE WALK Pt' z 0 SAWCUT-5 730" (750 mm) MIN l FILL-IN > <( (.) CURB.. X w GUTTER THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS. IF AN EXCAVATION FALLS WITHIN 30" (750 mm) OF AN EXPANSION JOINT, CONSTRUCTION JOINT, WEAKENED PLANE JOINT, OR EDGE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE JOINT OR EDGE. IF AN EXCAVATION FALLS WITHIN 12" (300 mm) OF A SCORELINE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE SCORELINE. THE SCORELINE SHALL BE SAWCUT BEFORE CONCRETE REMOVAL. THE MINIMUM LENGTH OF REPLACEMENT IN BOTH CASES SHALL BE 30" (750 mm). STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGA 'IED BY lHE PUBLIC WORKS STANDARDS INC. GREENBOOK COMMIT'IEE 1993 REV, 1996, 2009 SIDEWALK & DRIVEWAY REPLACEMENT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTR CTION STANDARD PLAN 113-2 SHEET 1 OF 2 340 NOTES 1. CONCRETE WALK, FILL-IN AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REPLACED TO NEATLY SAWED EDGES. ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THE CURB; ON CURVES, THE CUT SHALL BE RADIAL TO THE CURB. 2. DRIVEWAY APRONS IN WHICH THE 'W" DISTANCE IS LESS THAN 11' (3300 mm) SHALL BE REPLACED IN THEIR ENTIRETY IF CUT IN ANY AREA. 3. DRIVEWAY APRONS IN WHICH THE 'W" DISTANCE IS 11' (3300 mm') OR MORE MAY BE CUT WITHIN THE 'W" SECTION. THE MINIMUM REPLACEMENT SHALL BE 30" (750 mm) IN LENGTH. THE MINIMUM DISTANCE ALLOWED BETWEEN SUCH CUTS SHALL BE 14' (4200 mm'). 4. DRIVEWAY APRONS IN WHICH THE 'W" DISTANCE IS 11' (3300 mm) OR MORE MAY BE CUT IN THE "X" OR "R'' SECTION. REPLACEMENT SHALL BE THE ENTIRE ''X" OR "R" SECTION. 5. DRIVEWAY APRONS SHALL BE REPLACED FROM THE BACK OF THE CURB TO THE FRONT EDGE OF THE WALK, EXCEPT, WHERE WALK IS ADJACENT TO CURB, REPLACEMENT SHALL BE FROM BACK OF CURB TO BACK OF WALK. 6. WALK PORTIONS OF DRIVEWAYS SHALL BE REPLACED AS SHOWN ABOVE FOR EXCAVATIONS MADE PARALLEL OR NORMAL TO CURB. 7. REPLACEMENT OF THE "X" OR "R'' SECTION SHALL MATCH EXISTING CONSTIRUCTION. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN SIDEWALK &: DRIVEWAY REPLACEMENT 113-2 SHEET 2 OF 2 341 ,.-,. E E ID '---' w z ::J Cl) a:: ::::J 6" 0 --=----- ,.-,. E E II) ...__,. w z ::J Cl) a:: s" a w 150 mm 150 mm u.. 0 E " E <O 0 ID ,-...__,. u.. 0 • (!) E E ... 0 ID BATTER 3: 12 SLOPE 8.3% LEVEL A1-6(150) AND A1-8(200) A2-6(150) AND A2-8(200) ,.-,. E E ID '---' w z ::J Cl) a:: ::::J ~ 1,,,t--....:6=-"--0 _____ -"w'--------'; L 150 mm E ~ E (!) 0 ID BATTER 3: 12 SLOPE 2.0% LEVEL A3-6(150) AND A3-8(200) NOTES: 1. THE LAST NUMBER IN THE DESIGNATION IS THE CURB FACE (CF) HEIGHT, INCHES (mm). 2. GUTTER WIDTH, W, IS 24" (600 mm) UNLESS OTHERWISE SPECIFIED. 3. TYPES A 1, A2, A3 AND C1 SHALL BE CONSTRUCTED FROM PCC. 4. TYPE D1 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRETE. 5. TYPE Cl CURB SHALL BE ANCHORED WITH STEEL DOWELS AS SHOWN OR WITH AN EPOXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH A 1/2" (15 mm) RADIUS. I 1" w z ::J 6" 6" m a:: (150 mm') MIN (150 mm G u.. 0 3/4" (20 mm) R ~ mm") D1-6 150 AND D1-8 200 u.. u w z ::J #4 X 10" @ 4" OC (#13M x 250 mm @ 1200 mm OC) GROUTED IN PLACE BATTER 3:12 3/4" (20 mm) C1 -6(150) AND C1-8(200) STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION PROMULGAlED BY "IHE PUBLIC WORKS STANDARDS INC. GREENBODK COMMITlEE 1984 REV. 1996, 2009 CURB AND GUTTER -BARRIER USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 120-2 SHEET 1 OF l 342 1" 4' (25 mm) 1200 mm ' 2' STREET SLOPE LESS THAN 4% E E GUTTER lRANSITION GUTTER lRANSITlON E E I-0 .., 0 8 !:; <O D.. ~ SlR GR 1" 15' (25 mm") (4500 PROPERTY LINE FOUR EQUALLY SPACED DOWELS FOR CONTACT JOINTS-SEE NOTE 4 D.. "' X STR GR w • 15' (4500 mm)., .........,_.,___NORMAL CF MINUS 2" (50 mm) Zo:: gs 008 zO:: ___,<Cz W • j!:w loof--------4"-IEXP J ~ i ..L---l-'-----'-1-1 TYPICAL CROSS GUTTER PLAN STREET SLOPE LESS THAN 4% LONGITUDINAL GUTTER STREET SLOPE 4% OR GREATER CURB SECTION A-A STREET CENTERLINE --FLOW ....._ ___ ----r~---- -- ---,-----1-'-~ 0:: [5 IL_ ECR FLOW LINE PROPERTY LINE TYPICAL CROSS GUTTER PLAN STREET SLOPE MORE THAN 4% 6' (1800 mm) 1" 3' 3' 1" (25 mm 900 mm 900 mm 25 mm) 900 mm _ E ;i. E I'") §, (900 mm) ~ ........ E E I.. LEVEL .. I e (600 mm) I'") 0 ,-,. N E t • • • • • SIX EQUALLY SPACED DOWELS FOR CONTACT JOINTS 4" (100 mm) SECTION B-B SECTION C-C SECTION 0-D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGA lED BY 1HE PUBLIC WORKS STANDARDS INC. GREENBOOK COMMITlEE 1984 REV, 1996, 2.009 CROSS AND LONGITUDINAL GUTTERS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 122-2 SHEET 1 OF 2 343 NOTES: WEAKENED PLANE JOINT OR OPTIONAL CONT ACT JOINT PER NOTES 1, 2 AND .3 WEAKENED PLANE JOINTS PER NOTES 1 AND 2 I--, I ~5• (4500 mml 0:: u CD JOINT NEEDED WHEN W = 46' {14 m) OR MORE s' (1500 mm) TYP CROSS GUTTER 5' {1500 mm) TYP GUTTER TYPICAL JOINT PLAN 1. WEAKENED PLANE AND /OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN HEREON. 2. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1 /2" (40 mm) DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED. 3. DOWELS FOR CONTACT JOINTS SHALL BE #4 BARS 18" LONG (#13M BARS 450 mm LONG). 4. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS CONCRETE ALLEY INTERSECTION. 5. ALL EXPOSED CORNERS ON PCC GUTTERS SHALL BE ROUNDED WITH 1 /2" (15 mm) RADIUS. 6. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CROSS AND LONGITUDINAL GUTTERS 122-2 SHEET 2 OF 2 344 111 (l:'. CONCRETE CURB-----! ! II AND GUTTER l't ~ => G 0 z <( ro a:: => u ci 1-z 0 0 15' (4500 mm) C__ 6' (1800 mm) 3' 3' 1" 1" (25 mm) (900 mm) (900 mm) (25 mm) 4j (100 mm) PCC 4" 100 mm) SIX EQUALLY SPACED DOWELS FOR CONTACT JOINTS SECTION A-A 2' (600 mm) SECTION B-B PLAN I I I BCR WEAKENED PLANE OR CONTACT JOINT '? 1n E 8 '° .:::.. '? " E LO o :ii 5' (1500 mm) DETAIL A STANDARD PLANS FOR PUBUC WORKS CONSTRUCTION PROMULGAlED BY lrlE PUBLIC WORKS STANDAROS INC. GREENBOOK COMMITTEE 1993 REV. 1996, 2009 CROSS GUTTER AT T INTERSECTIONS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION A + 0.05' (15 mm) MINIMUM A + 0.15' (45 mm) MINIMUM A + 0.05' (15 mm) MINIMUM CONCRETE CURB AND GUTTER STANDARD PLAN 123-2 SHEET 1 OF 2 345 NOTES: 1. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2" (35 mm) DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED. 2. DOWELS FOR CONTACT JOINTS SHALL BE #4 BARS 18" LONG (#13M BARS 450 mm LONG). 3. ALL EXPOSED CORNERS SHALL BE ROUNDED WITH 1 /2" (15 mm) RADIUS. 4. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CROSS GUTTER AT 123-2 T INTERTERSECTIONS SHEET 2 OF 2 346 DETAIL 1 ........ DETAIL 2 ....... ........ DETAIL 5 ....... ........ DETAIL 6 ...... ........ DETAIL 8 ---........ DETAIL 9 ---...... CENTERLINES (2 LANE HIGHWAYS) A I'" "-I'" . C 1· "I" B8h8MS8&9 D A ' , .. ... , .. ~ 48'-0" (14.40 ni: 36'-0" {10.80 m) 48'-o" 14.40 m C I • ( • . ii 81888888W 18'-0" C 18'-0" 181 5.40 m R88M&i4 5.40 m Illa LANEUNES (MULTILANE HIGHWAYS) i:::::J D i:::::J NO PASSING ZONES-◊NE DIRECTION DET~L.15 ~'6.:-1::~ ........ ' DETAIL.16 p -~~~~HO ~ 'l ~l! all 24'-0" all 24'-0" all~,-E ........ I• • I • . --1 cq E (7.20 m) (7;20 m) 0 DETAIL 18 . C 36'-'o" . C e~, ...... I• •I• .... (1080 .... )' •I• •I• E M&!8888I • m . l8l@@l8ff E 388&w<8888&0,'88ri8''88888&W; '''B88888888888888. . ........ t:.. DETAIL 19 J·. · 18'-0" C 18'-0" . E ...... ~• (5.40 mj~• (5.40 m1 ... n E . . ... . 1 IO. ' ,-... r,-..· ......,. all 24;-o'' ii 24'-o" ii •. · E: ·. ·. 1"" (7.-20 m) "1" (7.20 m) "'1 .N ~- ,e DE~;L :~SSING ZONES-TWO DIRECTION ,,...,, ¼88888rl'''~i--- D; 2:,~;.;~~~I~! Mi\8i\ili\b8888"'888&0,, !i\8&wMw ::D -B 6 1- LEFT EDGELINES - (DIVIDED HIGHWAYS) DETAIL 24 DETAIL 25 DETAIL 25A ...... DETAIL 26 ..... DE1AIL 28 ...... E J? '-=.EDGE 0~ TRAVELED WAY 1: 1 R 0 NII) 1!1111 ......_EDGE OF TRAVELEDl&fvA Y. I-48'-o" (14.40 m) .. I ~ ~ E o• E 10 NO ·'-" U} ------------+:=---+-...:., 111 24'-o" 111 24'-o" 111 • -; · (7.20 m J (7.20 m N EDG"l: OF T~ AVELED WA :is .....,, EDGE OF TRAVELED WAY ·11111 , " ( ) 11111 ,..._ j:. 48-0-14.40 m ,.j • -~• MEDIAN ISLANDS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PAVEMENT. M:ARl<ERS AND TRAFFIC LINES USE. WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC ON STANDARD PL.AN : 170-0 SHEET .OF 4 347 DETAIL 31 ..... ......... DETAIL 32 ..... ........ -E TWO-WAY LEFT TURN LANES -E '?~ '? o...-i 96' -0" (28.80 rn) r---. E E o :-" 24'-o" 24'-o" 24'-o'' 24•...,o·; 24•-on 24'-0" 'c-.r E 0 g, . I lil!! 7.20 m g 7.20 m II 7.20 m Ill 7.20 m !!ill (7.20 m ll!!I (7.20 m IBl!l ~ ~ <r~ -ee ahi8S040h kid§OHMi@CO§ObOMEeOetiiMM&S bot®ii -0. o Tds'-o" ~ 35•:...o" ~-3f-o" ~ -. 1- 5.40 m)BB" (10.1) m) •a&• (10.80 m) • ~.40 ml-·-· ~r-·• .. •,:-:::;r.:·:;"·: .. ·•• .. s~,,, ~ CHANNELIZING LINE .__, BIKE LANE LINE ,-.., c-=6" (150 mm) WHITE UNE -t· DEtAIL 38 c= a• (200 mm) WHITE LIN4i~ I f ~ { NO 111 24'-o" 111 24·'-o" 111 . 1.. . .. 1.. ...1 DETAIL :39 f .. . . . (7.20 m) (7.20 m) THROUGH iRAFFIC~ . INTERSECTION LINE BIKE LANE DETAIL 38A c= 8" (200 mm) WHITE UNE {-----------It DETAIL 39A I. •• 200; -0" (60. 0 m) • I J.NTERSECTION I ' CJ c:::J ~ D ...,_ L~J_J_4'-o" '-s" (150 mm) 8;-o-:-7~ m) WHITE LINE LANE LINE EXTENSIONS THROUGH INTERSECTIONS (2.40 m) DETAIL 40 6'·-0" 1'...;.Q" ~ ( ...... 0-.3-"-o -m-"!:+-ID-i..1 .. .........,_;"'" "i \ { 1.80 m) ;J D ~ D D . 4" (100 mm) WHITE LINE CENTER LINE EXTENSIONS THROUGH INTERSECTIONS DETAIL 41 . 6;-0" ,,,,1-=•-,.,,.o·_ .. -I t----0-(1.80 m) (0.30 m)11 '" ~ I@ 111 ill '-4" (100 mm) YELLOW LINE DIMENSIONS A = 7'-0" (2.10 m) B = 8'-6" (2.55 m) C = 12'-0" (3.60 m) D = 17'-0" (5.10 m) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PAVEMENT MARKERS AND TRAFFl·C LINES STANDARD PLAN. 170-Q· SHEET 20F.4 348 LEGEND MARKERS ....... ,-,. • E O E r--E o;:;iE ci!,{') 0 o ~~; ~ bl o. d-./.{') d'""" ,q-o c::=::s O .-0:: f-o~ OJJi~ 0 TYPE A WHITE NON-REFLECTIVE @ TYPE AY YELLOW NON-REFLECTIVE [D TYPE 8 CLEAR TWO-WAY RETROREFLECTIVE §J TYPE RED / CLEAR RETROREFLECTIVE l8ll TYPE D YELLOW TWO-WAY RETROREFLECTIVE [] TYPE G CLEAR ONE-WAY RETROREFLECTIVE Fl TYPE H YELLOW ONE-WAY RETROREFLECTIVE l1Ill TYPE I BLUE TWO-WAY RETROREFLECTIVE ~ I I 4" WHITE ~ 4" YELLOW .,.._ DIRECTION OF TRAVEL .. ,,-..., R -~ Ll')f /.l')E r--E "E ci d Ol 3· 88" T.0 413" 0 ~ ;; ;; 0-r--_· . •. . l- 3.88 TO 4.13 . tf'-0.. (98 TO 105 mm) ~o (98 TO 105 mm) 0 f-E ~ bf- -s1; o • E '<I;~ 0 .-I'") . ..__, r-;lf) c=:::::'I ,q-0 o-cJJ~ TYPE A & TYPE AY TYPE B. TYPE C, TYPE D & TYPE I TYPE G & TYPE H II RETROREFLECTIVE FACE MARKER DETAILS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PAVEMENT MARKERS AND TRAFFIC LINES STANDARD PLAN 170-0 · SHEET 30F .4 349 4" {100 mm) CLEAR_ l l ¢ FIRE HYDRANT (? FIRE HYDRAN1 (600 mm) $TREETS WITHOUT LANE STRIPING STREETS WITH CENTER LINE OR . SINGLE LANE STRIPING . 1 ( (100 mm) CLEAR I 1§. ¢> FIRE HYDRANT v_ -0-FIRE HYDRANT hMARKER PLACED IN FRONT OF DRIVEWAY STREETS WITH MULTIPLE LANE STRIPING AT DRIVEWAY OR SOME DISTANCE FROM STREET FIRE HYDRANT MARKERS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PAVEMENT MARKERS AND TRAFFIC LINES STANOARD PL.AN 170-Q. SHEET 4 OF 4 350 6'-o" (1.83 m) ,.....,.. bE 1-.t-• '<I" 00 • N ..__,, 1'-0" x 1'-0" GRID (305 x 305 mm) I_ J1'-o" r-f(365mm) A=15 fl2 (1.39 m2 ) TYPE II (L) ARROW (FOR TYPE II (R) ARROW, USE MIRROR IMAGE) V ,./ J \ i\ '~ \ 7'-3" (2.21 m) j\ I \ I ' j \ A /.)" f--,\ I V ... ....... !'I -. "" .,~ . ,.....,. oE ·' to t') O)· -rt) ....... 1'-0" x 1'-0" GRID _I .. _J 1'-0'' (305 x 305 mm) ~ mm) A=27 FT2 (2.51 m2 ) 1'-9" ~m) j I \ 1,; ~ 6" x 6" GRID · .. 1 1 .. 6" (150 X 1t,0 mm) -{150 mm) A=7 FT2 (0.65 m2 ) BIKE LANE ARROW ... , If' ,.. 3'-4" .. , (1.00 m) A=7 FT2 (0.65 m2 ) 0 i i.c BIKE LANE SYMBOL E ro O'! -,.__,, 4" x 4" GRID (100 x 100 mm) TYPE Ill (L) ARROW (FOR TYPE Ill (R) ARROW, USE MIRROR IMAGE) I ' j ' lJ J I 4" x 8" GRID (100 x 200 mm) ._.._ ' •,-! , . ; ' I ' .A fl/ .. ' ~ -"'"- •• I , II ' -~ NUMERALS 1'-0" x 1'-0" GRID (305 x 305 mm) 3'-6" 1 • (1.065 m)'"'I I 1'-0" "'"I (305 mm) A=14 FT2 (1.30 m2 ) TYPE I 10' (3 m) ARROW I ' ~ .. I• ~ I I\ ll STANDARD PLANS FOR PUBUC WORKS CONSTRUCTION PROMULGATED BY "!HE PUBLIC WORKS STANDARDS INC, GREEWBO()!( COMMITTEE -2011 PAVEMENT MARKINGS ARROWS AND SYMBOLS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 171-0 SHEET 1 OF .5 351 NOTES: 5'-6" (1.68 m) • 1 J\ I \ I ' , \ J \ I I \ I I y r--kE I Ctl • LO O'.) • ~ - I--. $_ f -+-----+--__,,_--+---,1-+----+,.~ -1--+---¼----+---'ll--+-fS +---+--+--,i,--1--+-& & j i¼, 1 _+------1--+-----il--++/-+-~ I es +---t--,.,,,,..--+,.,.,,,,--1---- & '/ ~ f.:J _ 20· l r TYPE II ARROW RIGHT LANE DROP ARROW (FOR LEFT LANE, USE MIRROR IMAGE) 1'-0" x. 1'-0" GRID (305 x 305 mm) 1. IF A MESSAGE CONSISTS OF MORE THAN ONE WORD, IT SHALL READ "UP"; THAT IS, THE FIRST WORD SHALL BE NEAREST THE DRIVER. 2. THE SPACE BETWEEN WORDS SHALL BE AT LEAST FOUR TIMES THE HEIGHT OF THE CHARAC'rERS FOR LOW SPEED ROADS, BUT NOT MORE THAN iE'.N TIMES THE HEIGHT OF THE CHARACTERS. THE SPACE MAY BE REDUCED APPROPRIATELY WHERE THERE IS LIMITED SPACE BECAUSE OF LOCAL CONDITIONS. 3. MINOR VARIATIONS IN DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER. 4. PORTIONS OF A LETTER, NUMBER, OR SYMBOL MAY BE SEPARATED BY CONNECTING SEGMENTS NOT TO EXCEED 2» (50 mm) IN WIDTH. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PAVEMENT MARKINGS ARR« JW'.°"\ AND SYMBOLS STANDARD PLAN 171-0 SHEET 2 OF 5 352 4" x 8" GRID (100 x 200 mm) ~ ' ' 1l!lf \ IA 111111 ' J , 11111 • ~ ~ A=19 Ff (1.77 m2 ) I l nn 11111 111111 llll lllll 11111111! Hlllll 11111 ~ ~ ~ ~ A=16 FT 2 (1.49 m2 ) A=18 FT2 (1.67 mi) 4'-5" -~, ..,.., 4r J 'to E _;ii I l[) ,, --• r") u ~~ -.:r, ~ :oo. ... .._, ~ • 6" X 6" (150 X (OJQ[ GRID 150 mm) 2;-s½" I I I l I 1111 A=14 FT2 (1.30 m2 ) (0.83 m)' A(WHITE)=9 FT 2 (0.84 mt) A(BLUE)=14 FT 2 (1.30 m 2 ) DISABLED PERSONS PARKING SYMBOL STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PAVEMENT MARKINGS ARROWS AND SYMBOLS 171--0 SHEET 3 OF 5 353 4" x B" GRID (100 x 200 mm) A=6 FT2 (0.56 m2 ) 2" x 4'' GRID (50 x 100 mm) A=5 FT2 (0.47 m 2 ) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PAVEMENT MARKINGS ARROWS AND SYMBOLS 171-0 SHEET 4 OF 5 354 4" x 8" GRID (100 x 200 mm) 1111 -Ill ■ " A==23 FT2 (2.14 m1 ) ~ ~ I, ~ 1, A=21 FT2 (l.95 m2 ) ~ ~ ~ A=20 FT1 (1.86 m2 ) .J'-3" o.99 m A=1l n 2 (1.02 m2 } DIAMOND SYMBOL 2'-o" (610 mm) x WIDTH OF LANE 1'-0" x 1'-0" GRI0 • ......... 'f E (305 x .305 mm} ;i. r-- 1...,· __ ___.,...8~··-..;;;_o_ .. ---· I ~ .':J. ,·-' o-"'' r " (2.44 m) -........ .. ~ \ \ \ , ;,r"' \ ,) l \ \ \ , l J ' \ I '"" \ ,, ' L IJ ' .j -1 , ' " ' \' I h , I \ j I ' I j , I ' , I j , I ._..., I J , I ,__ , I ' --~ , I 0.47 rn , ' J I "" I l: IJ ... 1 \ ll \ 11 ' \ l \ \ \ \ \ . ~ \ \ ' ... -- = i: E "I 0 I i:o I") (' IX'.! ·--'-" I ~ • E 0 I t--• N ~ "if -----1-----'-f-----½--½-,... ......,, A=70 Fi2 (1.86 m2)* 2'-:-0" (610 mm) x WIDTH OF LANE * DOES NOT INCLUDE THE 2'-0" (610 mm) TRANSVERSE LINES . RAILROAD CRdSS!NG SYMBOL STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PAVEMENT MARKINGS ARROWS AND SYMBOLS 171-0 SHEET 5'0F 5 355 E /~2" WHiTE co '<I; { (300 mm) '~ ---~-;;...,....--1-----1-r--------...i.-----I"-R1 \ -~,fij~ --20' {7 m) RED CURB ' ~ mr " OR SEE PLANS z,.,... ~ E " ~ 0 J.O J.O ...... '-' \_DETAIL 22 OR SEE PLANS -LEGEND SHALL BE CENTERED ON THE TRAFFIC LANE EXCLUDING PARKING AND/OR BIKE LANE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION . PROMUL(/AWJ BY TliE PUBLIC WORl<S STANDARDS INC, SREENBOOK COMMITTEE J1.0i1 STOP AND STOP BAR USE WITH STANDARD SPECIFICATIONS .FOR PUBLIC WORKS CONSTRUCTION STANDARD PL.AN 172-0 SlrlEET 1 OF 1 356 "oo PAVEMENT ARROWS PER SPPWC 171 --~· DETAIL 28, 29 OR 30 OR RAISED CURB (SEE PLANS) NOTES: . / CAT-TRACKING PER SPPWC 170 DETAIL 40 POINT OF CURVATURE LO 4" (100 mm) WHITE LINE WITH TYPE G MARKERS AT EITHER END DETAIL 8, 9 OR 10 (SEE PLANS) DETAIL 38 CURB 1. ARROWS SHALL BE INSTALLED AT THE BEGINNING OF ALL LEFT TURN AND RIGHT TURN POCKETS. 2, ARROWS SHALL OPTIONALLY BE INSTALLED AT THE END OF LEFT AND RIGHT TURN POCKETS. :100; (30 m) OR MORE IN LENGTH. . STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGA'IED .BY lHE PUBLIC WORK$ STANDARDS INC, GREENBOOK COMMITTEE 2011 INTERSECTION APPROACH STRIPING USE WITH STANDARD SP ClFlCATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 173-0 SHEET OF 1 357 5' 1.5 m) MIN CURB LINE ...... ....,, 12" 1,5 m 5' (1.5 m) io (300 mm) CROSSWALK STRIPING (300 mm) CROSSWALK "STRIPING CASE I CASE II NOTES: 1. ALL CROSSWALKS SHALL BE WHITE UNLESS NOTED OTHERWISE ON THE PLANS, 2. CASE II SHALL BE USED ONLY IF THE 5' (1.5 m) MINIMUM DIMENSION FOR CASE I CANNOT BE MAINTAINED. 3. CASE I SHALL BE USED WITH 90' 'DELTA AND 25' (7.5 m) OR GREATER CURB RETURN RADIUS, 1o'x2' (3 ooo x 600 mm) THERMOPLASTIC MARKING -- PROLONGATION OF CURB LINE 1' (300 mm) E r") THERMOPLASTIC MARKING-- CURB LINE OF ROADWAY -· .1' (300 mm) 2' 6b0 mm 2' 600 mm VARIES CURB LINE LADDER STYLE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROt.lUlGAlm .llY ll-!E PUBLIC WORKS STANDARDS INC. GREENBOQK COMMITTEE 2011 CROSSWALK STRIPING USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 174-0 SHEET 1 OF 1 358 REFLECTIVE WHITE 5' (7.5 m) RED CURB 100' (30 m) MIN LEGEND MARKINGS PER CALTRANS sm PLAN A24D PED-----t-,,....._._ W54A 8' (2,4 m) PEDESTRIAN MARKING AT CROSSWALK 12" ( 300 mm YELLOW CROSSWALK LINES---.--... ==::::::;:==;;::==:;;::::=~-•-SW25 DETAIL 22 OR 25' (7.5 m) RED· CURB PER PLANS --.....-+-JI 1 oo' (30 ml MIN REFLECTIVE YELLOW LEGEND MARKINGS PER CAL TRANS STD PLAN A24D XING ~rn~~t~ l□Y / SR4 (WHERE POSTED SPEED LIMIT EXCEEDS 25 MPH) -•-W63 OR SW24 (WHERE POSTED OR PRIMA FACIE SPEED LIMIT=25MPH) ~ PEDESTRIAN MARKING AT SCHOOL CROSSWALK NOTES: 1. LEGEND SHALL BE INSTALLED IN EACH TRAFFIC LANE APPROACHING A SCHOOL OR PEDESTRIAN CROSSING UNLESS THE PLANS SHOW A DOUBLE SEl OF LEGEND MARKINGS JNSlALLED JN ONE EXCEPTIONALLY WIDE LANE. 2, LEGEND SHALL BE CENTERED ON THE TRAFFIC LANE EXCLUDING PARKING AND/OR BIKE LANE. 3. MINIMUM RED CURB ON APPROACH CROSSWALK SHALL BE 25' (7.5 m), WITH 15' (4.5 m) ON DEPARTURE LEGS. 4. ALL SCHOOL AND PEDESTRIAN WARNING SIGNS (W54, W54A, W63, SW24, SW25 ond SR4) SHALL BE HIGH-VISIBILITY FLOURESCENT YELLLOW-GRE:EN. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGA m> BY 11·t'E" PUBLIC WORKS STANOA_ROS INO. GRUNBOOK .COMMiTTEE" 201\ PEDESTRIAN CROSSINGS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STAND.ARD" PLAN 175-0 SHE'. T 1 OF 1 359 ( CENTER DiVIDl::R ....__..__TYPE F, CLASS 2 DELINEA TORS ....1 EACH 200 FT (60 m) • t 3 MINIMUM ,;:) :z • ~ • • z 0 F in z < ~ .,.TYPE IV ARROWS v,, ~r---EDGE OF TRAVELED WAY _._ __ _ W9-1 NOT TO SCALE SEE PLANS FOR DIMENSIONS d, l, AND W SEE SHEET 2 FOR MUTCD (CA) GUIDELINES FOR DISTANCE d LANE DROP SPEED 40 MPH (65 km/H) OR LESS CENTER DIVIDER ' • • ....I • • • R4-1 NOT USED WHERE rwo OR MORE LANES REMAIN BEYOND LANE DROP i---EDGE OF TRAVELED WAY --- LANE DROP SPEED 45 MPH (70 km,/H) OR MORE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRQMULGAlED .BY 1!-IE PUBLIC WORKS STAN'DAROS INC; GREENll~110MMI~ LANE REDUCTION MARKINGS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 11·e-o SHEET 1 OF 2 360 W4-7(R) ...... -.- LEFT TR AP LANE W73A(CA){L), ~ DETAIL 378 OR 37C--- r---..r--.. -0 R3-7(L)-D.- ~E • t.O lE.::, CURB LINE, NOT TO SCALE SEE PLANS FOR DIMENSION d, ADVANCE PLACEMENT DISTANCE POST SIGNS IN MEDIAN WHERE POSSIBLE MUTCD (CA) EXCERPT: "TYPICAL CONDITIONS ARt LOCATIONS WHERE THE ROAD USER MUST USE EXTRA TIME TO ADJUST SPEED AND CHANGE LANES IN HEAVY TRAFFIC BECAUSE OF A COMPLEX DRIVING SlTUA TION. TYPICAL SIGNS ARE MERGE AND RIGHT LANE ENDS. THE DISTANCES ARE DETERMINED BY PROVIDING THE DRIVER A PIEV TIME OF 14.0 TO 14.5 SECONDS FOR VEHICLE MANEUVERS (2001 AASHTO POLICY, EXHIBIT 3-3,. DECISION SIGHT DISl'ANCE, AVOIDANCE MANEUVER E) MINUS THE LEGIBILITY DISTANCE OF 175 FEET OF THE APPROPRIATE SIGN." . (,> i.-- MUTCD (CA) GUIDELINES FOR ADVANCE PLACEMENT DISTANCE POSTED OR 85th PERCENTILE SPEED d 20 mph 225' (59 m) 25 mph 325' (99 m) 30 mph 450' {137 m) 35 mph 550' (168 m) 40 mph 650' (198 m) 45 mph 750' (229 m) 50 mph 850' (259 m) 55 mph 950' (290 m) 60 mph 1100' (335 m) 65 mph 1200' (366 m) 70 mph 1250' (381 m) 75 mph 1350' (411 m) '-I~ /' z- ~E • t.O §.::, ....,_ H3-7(R) ------ .,.,,---DETAIL 37B OR 37C -0 ........ --I-- W73{CA) R) RIGHT TRAP LANE -0 ....,._ ___ ...... W4-7(L) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN LANE REDUCTION MARKINGS 176-0 SHEET 2 OF 2 361 100'-200' 30-60 m DETAIL 39 6" (1!50 mm) WHITE STRIPING CURB LINE GUTTER TOE LINE VARIABLE. SE:E PLANS. 4' (1.2 m) MIN . FROM EDGE OF GUTTER 1--4 .- NOTE: BIKE LA-NE (CLASS II) NOT TO SCALE 5' 6' (1.52 m) (1.8 m) 4" (100 mm) YELLOW CENTERLINE SHOULDER ........ E E a:: OLJ 0 12.d ~· ----~. I 12.7m I :g.. 0.9 m . (3') .. "(9') .. OGE OF BIKE PATH SHOULDER TWO-WAY BIKE PATH (CLASS I) NOT TO SCALE 6' (1.a ml -ZE -E ::a 0 \t-0 co N ....... E . en~ (/) coz uJ ~~ ..... 5::0 ~.~ oa. I-'-LIJ ro vW . (/) ('! ALL BICYCLE STRIPING AND MARKINGS SHALL BE WHITE REFLECTIVE PAINT EXCEPT AS NOTED FOR TWO-WAY BIKE PATH. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 5' 1.52 m) Pl'IOMt.lLGA'lEO EiY THE PUBLIC WORKS STANOAROS INC. STANDARD Pl-AN GREENBOOI( OOMMITIEE 2011 BIKE LANE MARKING &: STRIPING USE WI S ANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 177--0 .SHE T 1 OF 362 INSTALL MANHOLE FRAME AND COVER (SEE NOTE 1C) PROPOSED GRADE OR TOP OF MANHOLE INSTALL MANHOLE FRAME AND /PROPOSED GRADE OR COVER (SEE NOTE 1C)='::,, _ TOP OF MANHOLE EXISTING GRADE OR D TOP oF Ex1sT1NG ksEE NOTE 1011 12" (300 mm) MIN. 24" (610 mm) MAX. (SEE NOTE 2A) MANHOLE :=-:,..___~rn---__ _ g I g /;J--------0--+ 1/2" (15 mm) CLASS "D" MORTAR EXISTING II I I I II MANHOLE --......;, I I \ \\ REMOVE EXISTING BRICKWORK TO AN ELEVATION AT WHICH INSIDE DIAMETER OF EXISTING MANHOLE IS NOT LESS THAN 30" (750 mm) II I I II ti ! ~ I JI II I rw • \\ RAISING EXISTING BRICK MANHOLES EXISTING GRADE OR TOP INSTALL MANHOLE FRAME AND COVER (SEE NOTE 1C) OF EXISTING M:~~O~~~t [~~-~ EXISTING BRICKWORK ~-E REMOVE EXISTING PROPOSED GRADE OR ,r-r-T TOP OF MANHOLE // / I 11 • E BRICKWORK TO AN I \\ Ul g ~~~~~TLOtPE~T _ __._----ff--i!Gi_,;i:t:b;z::!!;I0~--4:t--f-' PORTION OF RECONSTRUCT BRICKWORK, 40" (1 m) MIN. ffi c.. MANHOLE CAN BE RECONSTRUCTED ON A TAPER NOT TO EXCEED TWO HORIZONTAL TO FIVE VERTICAL i'.:: II 5 I z I ii 1/2" (15 mm) ~ l ~ l 11 CEMENT ~ ..._, I l' PLASTER I ,.,--.., I i' L--L1 )'.-\--.J 1l---EXISTING I --..J'.,1 --11 MANHOLE II II L-----t-----_J I I \ \ z~ I I \ \ :ii::.- / I \ \ ,...._Est I I \ \ E I I I I I EE~ I I \ \ o 0 o /ut-----------tul ~ ~ I I I I ~'bv, I I I I ..- I I I I fat------'------pj I I I I I I I!,...__ I I I t EXISTING LL-----------1....l MANHOLE r1--... =tj, ... =--n Ll _____ I ______ JJ I I I I LL __________ .J....J RAISING EXISTING PRECAST CONCRETE SEWER MANHOLES EXIS!~~~~~~ ~R-~~ ~~ _:~S2'~':_ ~~~~=-~- PROPOSED GRADE OR INSTALL MANHOLE TOP OF MANHOLE FRAME AND COVER n..n (SEE NOTE 1c) I I ~------ ~rl. D .,h...rl 9(SEE NOTE 18)~ lut-- - ----"'7U'I--+ I I I I I I \ \ I I I \ I I \ \ I I I I I E I I \ \ g ~ /ut----------~ ~~~ I I I I ~bl7j I I I I,..,-, I I I I fat------1------pj I I I I I I I I I I I r----EXISTING LL __________ ...j..J MANHOLE r1--==ti, ...... --n Ll ___ --+---___ 1 J I I I I LL __________ .J....J LOWERING EXISTING BRICK MANHOLES LOWERING EXISTING PRECAST CONCRETE SEWER MANHOLES BRICK MANHOLES PRECAST CONCRETE SEWER MANHOLES PROMULGATED BY lHE PUBLIC WOflKS STANDARD, INC. GREENBOOK COMMITTEE 1ge4 REV. 1998, 200g STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SEWER MANHOLE ADJUSTMENT USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 205-2 SHEET 1 OF 3 363 NOTES: 1. GENERAL A. EXCEPT AS INDICATED HEREON OR ON THE PLANS, MANHOLES SHALL CONFORM TO: SPPWC 200, PRECAST CONCRETE SEWER MANHOLE AND SPPWC 203, BRICK SEWER MANHOLE. 8. DIMENSION "D" SHALL BE THE SAME AS THE SIZE OF MANHOLE FRAME AND COVER TO BE USED. C. THE CONTRACTOR MAY REUSE THE EXISTING MANHOLE FRAME AND COVER, UNLESS DAMAGED DURING THE WORK OR WHEN OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH IDENTICAL NEW ITEMS AT NO EXPENSE TO THE AGENCY. D. EXISTING STEPS LOCATED WITHIN REMOVAL LIMITS SHALL BE REPLACED. WHEN REMOVAL OF EXISTING STEPS BEYOND THE MANHOLE REMOVAL LIMITS IS SHOWN ON THE PLANS, THE STEPS SHALL BE REMOVED TO A DEPTH OF 2" (50 mm) BEYOND THE INSIDE FACE OF THE BRICK MANHOLE AND THE HOLES SHALL BE FILLED WITH CLASS "D" MORTAR. 2. RAISING EXISTING BRICK MANHOLES A. BRICK MANHOLES TO BE RAISED LESS THAN 1' (300 mm) MAY BE EXTEND VERTICALLY, PROVIDED THAT AT A DEPTH OF 2 1 /2' (750 mm) BELOW THE TOP OF THE MANHOLE AT ITS NEW ELEVATION, THE INSIDE DIAMETER OF THE MANHOLE IS 30" (750 mm) OR GREATER. B. BRICK MANHOLES TO BE RAISED LESS THAN 3 1 /2" (90 mm) MAY BE RAISED BY APPL YING CLASS "D" MORTAR TO THE TOP OF THE EXISTING BRICKWORK. IF THE BRICK MANHOLE IS TO BE RAISED 3 1 /2" (90 mm) OR MORE, A NEW COURSE OR COURSES OF BRICKWORK SHALL BE PLACED ON TOP OF THE EXISTING BRICKWORK. 3. LOWERING EXISTING BRICK MANHOLES A. WHERE A BRICK MANHOLE IS TO BE LOWERED LESS THAN 1' (300 mm), THE FRAME MAY BE RESET ON THE EXISTING BRICKWORK AND THE 40" (1 m) MINIMUM BRICKWORK RECONSTRUCTION OMITTED, PROVIDED THAT THE BASE OF THE FRAME DOES NOT OVERHANG THE BRICKWORK ON THE INSIDE SURFACE OF THE MANHOLE MORE THAN AN AVERAGE OF 1 1/2" (35 mm) IN ANY QUADRANT NOR MORE THAN 2" (50 mm) AT ANY POINT. 4. RAISING EXISTING PRECAST CONCRETE SEWER MANHOLES A. PRECAST CONCRETE MANHOLES TO BE RAISED LESS THAN 3" (75 mm) MAY BE RAISED BY APPL YING CLASS "D" MORTAR TO THE TOP OF THE EXISTING MANHOLE, PROVIDED THE TOTAL HEIGHT OF MORTAR, EXISTING AND NEWLY APPLIED, DOES NOT EXCEED 3" (75 mm). B. WHERE THE PRECAST CONCRETE MANHOLE IS TO BE RAISED 3" (75 mm) OR MORE, OR WHERE THE TOTAL HEIGHT OF MORTAR, EXISTING AND NEWLY APPLIED, WOULD EXCEED 3" (75 mm), GRADE RINGS SHALL BE UTILIZED. CLASS "D" MORTAR MAY BE USED FOR FINAL ADJUSTMENT, BUT NOT MORE THAN 3" (75 mm) IN HEIGHT. WHERE RAISING THE MANHOLE WOULD RESULT IN THE UPPER SEGMENT OF THE SHAFT BEING MORE THAN 30" (750 mm) IN HEIGHT, REMOVE THE REDUCER AND THE UPPER SEGMENT OF THE SHAFT, INSTALL ADDITIONAL RINGS OR PIPE TO THE LOWER SEGMENT OF THE SHAFT, AND REINSTALL THE REDUCER AND GRADE RINGS AS REQUIRED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN SEWER MANHOLE ADJUSTMENT 205--2 SHEET 2 OF .3 364 5. LOWERING EXISTING PRECAST CONCRETE SEWER MANHOLES A. REMOVE SUFFICIENT GRADE RINGS TO LOWER THE MANHOLES AS REQUIRED, APPLY CLASS "D" MORTAR TO A HEIGHT NOT EXCEEDING 3" (75 mm) FOR ADJUSTMENT TO FINAL GRADE. B. WHERE REMOVAL OF GRADE RINGS WOULD RESULT IN THE UPPER SEGMENT OF THE SHAFT BEING LESS THAN 12" (300 mm) IN HEIGHT, REMOVE THE REDUCER AND SUFFICIENT SECTIONS OF THE LOWER SEGMENT OF THE SHAFT AND REINSTALL ANY NECESSARY SEGMENT OF THE LOWER SHAFT, THE REDUCER, AND THE GRADE RINGS TO CONFORM TO THE REQUIREMENTS OF THIS PLAN. C. EXISTING GRADE RINGS NEED NOT BE REMOVED IF EXISTNG MORTAR IS REMOVED, AND AT LEAST 1 1/2" (35 mm) OF MORTAR MAY BE PLACED ON TOP OF THE EXISTING GRADE RINGS TO RESEAT THE FRAME. 6. REPLACEMENT OF BRICK REDUCER WITH PRECAST CONCRETE REDUCER AND SHAFT UNLESS OTHERWISE INDICATED ON THE PLANS, THE CONTRACTOR MAY INSTALL A PRECAST CONCENTRIC CONCRETE REDUCER, CONCRETE GRADE RINGS, AND CONCRETE PIPE IN LIEU OF RECONSTRUCTING A BRICK REDUCER, PROVIDED: A. THE MAXIMUM ID OF SEWER PIPE CONNNECTED TO THE MANHOLE DOES NOT EXCEED 8" (200 mm). B. THE CONTRACTOR SECURES PRIOR APPROVAL FROM THE ENGINEER TO INSTALL THE CONCENTRIC REDUCER ONTO THE MANHOLE SHAFT. THE ENGINEER MAY, AS PART OF THE INSTALLATION REQUIREMENTS, REQUIRE THE CONTRACTOR TO COAT THE INSIDE OF THE REDUCER, RINGS, AND PIPE WITH AN APPROVED COATING. C. THE CONCRETE GRADE RINGS, THE CONCRETE REDUCER, AND ANY CONCRETE PIPE SHALL BE JOINED TOGETHER AND BEDDED ONTO THE EXISTING BRICK MANHOLE WITH CLASS "D" MORTAR. THE DEPTH, WIDTH, AND THICKNESS OF THE MORTAR SHALL BE OF SUFFICIENT DIMENSIONS TO PROPERLY AND ADE QUA TEL Y JOIN AND BED THE COMPONENT PARTS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN SEWER MANHOLE ADJUSTMENT 205--2 SHEET 3 OF 3 365 9/32" :'l:'. HOLE CQlJ SUNK~:tt,::t::::;::;::::~~ I I I RAISING RINGS TO BE MADE OF STEEL, ASTM DESIGNATION AT MERCHANT QUALITY WELD JOINTS AND GRIND FLUSH. WELD PENETRA- TION TO BE 1/8" {3 mm). --1---610 mm _.....,.......__ 9/3211 (7 mm) DIA ~:{ HOLE COUNTER-~; •. ..,· """'J'=-------+-------""""""'-=· RAWL LENGTH EQUALS D+1 1%t)IK(40 mm) MIN STANDARD MANHOLE FRAME PER SPPWC 210 STEEL RAISING RINGS 7/8" 22 m ) w ....I ID Cl-<( ~ ~ CAST IRON RAISING RING EXISTING SURFACE--~=~'fr'A-- 5/8" (16 mm) STAINLESS STEEL SOCKETHEAD CONE- POINTED SETSCREW, 5/8" (16 mm) IINC- 1 (25 mm) SECTION 8-8 SECTION A-A CAST IRON RAISING RINGS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY '!HE PUBLIC WORKS STANDARDS INC, GREENBOOK COMMITTEE 1984 REV. 1996, 2009 MANHOLE RAISING RINGS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 206-2 SHEET 1 OF 2 366 NOTES: 1. MACHINE SEATS FROM CAST IRON RINGS. 2. THE CAST IRON USED SHALL CONFORM TO SSPWC 206-3. 3. THE METAL RAISING RINGS MAY BE USED lN LIEU OF THE REGULAR METHOD OF ADJUSTMENT UTIUZING MORTAR OR BRICK AND MORTAR UNDER THE FOLLOWING CONDITIONS. A. ONLY ONE ADJUSTMENT WITH RAISING RINGS WILL BE ALLOWED ON ANY MANHOLE. B. MAXIMUM "D" SHALL BE 3" (75 mm). STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN MANHOLE RAISING RINGS 206-2 SHEET 2 OF 2 367 N DETAIL 1 <:::===, ==::::> DETAIL 2 <:::===, ==::::> DETAIL 3 DETAIL q DETAIL 5 <:::===, ==::::> DETAIL 6 <:::===, ==::::> 9ETAIL 7 DETAIL 8 ==::::> ==::::> DETAIL 9 ==::::> ==::::> CENTERLINES (2 LANE HIGHWAYS) 7'-0" 1 7'-0" 7'-0" 17'-0" 7'-0" l2l'288>I llllffl ~ ~8'-6'~ 48'-0" 17'-0" ~ DETAIL 3 DELETED DETAIL 4 DELETED ~..1.£-0" 6'-0" 1~ ~ 12222822'28! ~~" I"" 1 a'-0" . 1 ::>'-o" . 1 a·-0·· ~-------~--- 0 ~ 1'81 DETAIL 7 DELETED LANELINES (MUL T!LANE HIGHWAYS) 7'-0" 17'-Q" 7'-0" 17'-0" 7'-0" c:::::::J c:::::::J c:::::::J I a'-6" 7'-0" 48'-o" 7'-0" a·-6 .. I 1 7'-0" I I I I [ll c=J c=J [ll DETAIL 9A 48'-o" SEE NOTE ==::::>j a'-6'' 7'-o" 17'-o" 7'-o" a'-6" I I I I I rn i==i i==i rn ==::::> 9ETAIL 10 DETAIL 11 ==::::> ==::::> 12'-0" DETAIL 10 DELETED 36'-0" 12'-Q" c::::::::::J DETAIL 12 ==::::> ==::::> LANELINES {Cont) (MUL TILANE c~ .. [ll HIGHWAYS) ~K.:._Q_" ~ c::::::::J 1~" [ll NO PASSING ZONES-TWO DIRECTION DETAIL 21 <:::===, LOL - ==::::> , o" ~ 48_:.._ , ,. 2 A i:=;:; , O" '~ DETAIL 1 ,------,-..___ ~_'._::,L_-;-~-l!l SEE NOTE ~ c::::::::J rn ==::::> 2.:1'-0" 2.:1'-0" -~_____:j_ DETAIL 22 ~ rill ~ l_ <:::===, ~ 3 : !] ____ n~ LOL --119 rill -q -;_ QETA!L 1 3 DETAIL 1 ~ DETAIL 1 qA DETAIL 13 DELETED DETAIL 14 DELETED DETAIL 14A DELETED ==::::> DETAIL 23 LEGEND MARKERS rill DETAIL 23 DELETED [§ TYPE C RED-CLEAR RETAOREFLECT!VE NO PASSING ZONES-ONE DIRECTION DETAIL 15 <:::===, 1'-0" , 7'-0" 7'-0'' 11'-o" 7'-o" , ~ TYPE D TWO-WAY YELLOW RETROREFLECT!VE [I TYPE G ONE-WAY CLEAR RETROREFLECTIVE gJil TYPE H ONE-WAY YELLOW RETROREFLECT!VE ,o,--~ ----~ --~ _ _j_L ~ Tf ==::::> ~I L!NES i:::::=:::J DETAIL 16 48'-o" ~ I s'-6" 1·-0" a'-6" 1·-0 .. <:::===, I I I ~ _j LOL---0 -~ -1:11 _ril1Zll:l _rill --~=Ej-=-~ ~ ..t.. ! ~ 24'-o" '-24'-o" ' t.., ~ ==::::> SETAIL 17 DETAIL 17 DELETED DETAIL 18 <:::===, 12'-o" 36'-o" 12'-o" _ ~ ~~ LOL - - - - -- - - - - -l - 6" WHITE 6" YELLOW 31/e"-41/ '' c------C;:i 3 ,- O i otl COUNTl" I ROU1£ R-E~~ MoLl.!...i_ 2018 PLANS APPROVAL OAlE Fl-/£ STAIE OF OUFCWN/.1 OR ITS OF/"ICERS a9 .ICE/'/TS SI/AU MH OE HEsPONS/BU IOR !HE ACCVli'ACY OH COJl/>U:fENi:SS or SCANNED COPIES OF fl/IS PUN SN££!. i,?:I ~~ ~---'- ! ~] ==::::> ~ I~ TYPE C AND TYPED TYPE G AND TYPE H DETAIL 19 ,a• ... n" ,..,, ___ n" •0 '---Q" 1a'-o" 12'-o" <:::===, ,_~, o~-v~-=~--=~ LOL--~-A-:~t- ==::::> C!' 24'-0" ~ 24'-0" ~ 24'-Q" ~---;::r -;_ DETAIL 20 DETA[L 20 DELETED NOTE: FOR FREEWAY APPLICATION ONLY -RETROREFLECTIVE FACE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS NO SCALE A20A II) 0 _,, a, (/) -I ► z c:, ► ::u c:, "ti r- ► z ► II) 0 ► ~--------------------------------------------------------------------------------------------~-l.!c.L~- Return to Table of Contents 368 uJ LEFT EDGELINES (DIVIDED HIGHWAYS) 'I ~:::::::::::::§~ :L MEDIAN ISLANDS LEGEND MARKERS !8li TYPE D TWO-WAY YELLOW RE TROREFLECTJVE LINES C=::J ~ 6" WHITE 6" YELLOW ~ DETAIL 24 c:::::;>- ,;:::_EDGE OF TRAVELEr WAY DETAIL 28 <:= ~ ,_ l LOL¢l~-~-J liJI TYPE H ONE-WAY YELLOW RETROREFLECT !VE Ma.z..l..1..,_ 2018 PLANS APPROVAi. DA TE DETAIL 25 c:::::;>- DETAIL 25A c:::::;>- DETAIL 26 c:::::;>- DETAIL 27 c:::::;>- DEHIL 27A DETAIL 27B c:::::;>- ~ 1 ___________ ± m<.......EDGE OF TRAVELED WAY ~ --;i-=-f ~" IN ~ i ---~-----L ~ 1 ~ ~-;--IT f,.--~1'-Q" I 24'-o" I N \.EDGE OF TRAVELED WAY .,......-::-EDGE OF TRAVELED WAY _L_ ~ 4 :__:_o" ~ ~ "'1 ~ ; : : : M§§§§§§oo T 1 ~<:.:EDGE OF TRAVELED WAY g§ ~~ ~ 48'-o" r "-'I' RIGHT EDGELINES DETAIL 27A DELETED '.:::=~========='•_J_s. .:::::::EDGE OF TRAVELED WAY f RIGHT EDGELINE EXTENSION THROUGH INTERSECTIONS DET All 27C c:::::;>- D D D D .e.~,.o::..i ~-1..s.::!".:.~Q'._j-rj_'Z.:.:~~ 1-J'::Q" \_3'-0"-·/ c:::::;>-'a~ ; ; : _j_ ~~ ~ ,z DETAIL 29 <:= i:J I 21'-o" 2<'-0" ___ 1 _ ~ @ljj rai....'.'1 ~ 1J _L~ §§lxl¾J§§l&:i§i w LOL------------- ~ TYPE RY RED-YELLOW RE TROREF LECTIVE INTERSECTION TREATMENTS THE STATE Cl'" CJ/l/F(WN/,4 (JR ITS CYFICERS iW ACENTS SHAU .M?f OE 1!£Sl'ONS/8lE TOR TH£ ACCURACY CW COJIPtl {£NESS OF SCANNf:f) COPIES OF fl/IS PUN SllffT. DETAIL 34 100'-D"";n <;==, r\,'-0" 18'-Q" ia7~o''" ,~,----o·---,a-·--o-""'I I _j__J:1J_~---·i'---~ ~ I LDL -; J -:J.:::F-llf~ I ~ ~---~ ~ ~ ~ ~24'-o" 211'-o" 24'-o" J _ II 113 IE ··-·----·-~ -~t ~ c;, ~~ =:-~-il LOL j_.ll::..0:.-IJ.<'.:.Q;(. 18'-0" I 1 B'-D" -IJ.?.'.::.Q;1 ,,,j ~1 1 oo'-o" .. :_ -~ ~ ,.._o.. 1 24•-o" 1 21:__::.o: __ ~ , DETA[L 34A J?'-0" 3•'-0" J2'-D" I 1D0'-D" ";n -1il_· l~--r--~ I I, -'7:$: J ~ ~ jJ c:::::;>-' ~ ~ @ljj ~ 'Nf i <:. = = I ™ ~ -LOL-:1---ir~---~------!lllml9 -=1illl -~ -.. 1 --LOL ~I c:=:;>' k 100·-o:'.J,lln , µ.z.:.:.q_~o.'.:..O'.--..Jlz.'..::.'41 ;,, ~ , .. I 100'-0" Min _,. DETA[L 35 9 -6 1 r /;,;;,::o" ----z·4·,-::-0'' ]-011 B'-6'1.. ..r ' ~--+ -I _j ~I DETAIL 39 DETAIL 30 DELETED J ~ m lilil a·-~ Ell illll'lllll 1 '·&' I :kw ,::,,,,, ~ ::,x!§i!§j)j@ .. 1,url "' LOL -,~ -.LTB8!,'~ ' rail -™ IE -rn-l'i.i rn--i--r LOL -I :0:: s.l L Ell Ell Iii I 1 :_0 .. _l }---[._ ~-B'-6" "" > c:::::;>-, ,. . ------------• I · B - 6 -I 24'-o" I z4'-o" j , .. z , 100 -o Min _ ---91 8 ,_6.. C 1'-0" > :,'.~'jf ~-E"'':;;'';:;~~ -~~-=-~-=-~-~~,,-\-'°' ; DETAIL 31 <:= TWO-WAY LEFT TURN LANES ~::::::: ~ ~l ~l ~ 36'-o" ~ 36'-o' ™-,-I ~1~ LDL--~-•----------~-----------1rn _-'-_j_~ §§§§§§§§§§@§§§§ : : C : : ~ -;-,"7,:f c:::::;>-l"ll f1 DETAIL 32 I 96 '-0" _ -J 24•-o 24'-0" 24'-o" 24'-o' ~o· 24'-o" <:= tlll ~ ;ill ~ Pl'i:l ----;---~ !:'3!__j ~ """"'"'"_,,,_J~I !li1I 10'-o ~ 36'-o' ~ 36~0' ~ 10'-o' lllll!l!ill!lll~f 0 :l LOL-- --/--~~-----;~---~--;----~ --~~~~--i ---~3 ~§ c:::::;>-~ : :~ e e ~6~0" e e e ;ill e e ~ :;: ~-d~ DETAIL 33 DETAIL 33 DELETED MARKER DETAILS ! ~'. 31/e"-41/8" 3 ¼"-41/e" ~ ~-;;;;,;] r,==---1 - ~-f ~--f ] ~]'i ;!e. - TYPE RY AND TYPED TYPE H ~ RETROREFLECT!VE FACE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORT AT !ON PAVEMENT TRAFFIC LINES MARKERS TYPICAL AND DETAILS NO SCALE A20B > z > I\) 0 ICZI ~----------------------------------------------------------------------------------------------'l:K!t:.!JL Return to Table of Contents 369 .i,,. EXIT RAMP NEUTRAL AREA (GORE) TREATMENT DETAIL 36 =:>-__ ?.~" -~ _cLc;_ ,[rn ~ 1----.. ···---?!l~o" rn L !NE ~ ---~--., q rn y EDGE OF TRAVELED WAY (MAINLINE) SEE □ET AIL 278- Std PLAN A20B rn 6" WHlTE LINE Dietl couNT'f l ROUTE AE~~NEER Moy 31, 2018 PLANS APPROVAL DAT£ IHE S/,IIJ: l'Y Cililf"CWNIA CW /IS Of"r/ff.RS Gli' ACENIS SHALL NOT IJE NESPONS/81.{" ION TlfE i/CC/JRACr art COIIPU !£NHS Of" SCANNW COP/ES t:Y' ftl/S Pli/N SJIE£r. LANE DROP AT EXIT RAMPS EDGE OF TRAVELED WAY (RAMP) ENTRANCE RAMP NEUTRAL AREA (MERGE) TREATMENT DETAIL 37 R 90' O" r -30'-0" EPEAT AT 1/2 ~IL 30'-0" E INTERVALS HI D D Bl D D 30'-o" ,.,,.. R:3..~0" SEE DETAIL 36 =:>- □ =:>- ~ 1-1 I Bl □--·-,-o •~_o" H;i ""'w D i D • 1 WHITE LINE ~F---!==== :'.:;J DETAIL 36A ='.>-€ 6" WHITE LINE L 8" WHITE LINE SEE DETAIL 27B Std PLAN A20B SEE DETAILS 25A Std PLAN A20B 8" WHITE LINE - EDGE OF TRAVELED WAY (MAINLINE) ? "' ~ 6" WH!TE LINE ~-SEE DETAIL 8 OR 9A -Std PLAN A20A E.DGE OF TRAVELED WAY (RAMP) ENTRANCE RAMP NEUTRAL AREA (ACCELERATION LANE) TREATMENT 360 6" WHITE LINE 8" WHITE LINE EDGE OF TRAVELED WAY (MAtNUNE) DETAIL 37A DETAIL 370 * The solid channelizing line shown may be omitted on shor-t aux i I lary ! ones wher-e weovi ng I ength is er-it i cal. DETAtL 37A DELETED LANE DROP AT INTERSECTIONS ~~~ ~E!NA!L 389 A20D 90'-0" I 30'-o" I 30'-o" 1 30'-o" 30•-o·:. ~i'.;~ r~{ D ~ D D ~ D D ~ ~□ ~ D 6' o" 6' o" ~ lJ .. ·w -B" WHITE LINE D ~□~ SEE DETAIL :~i) -, Std PLAN A20 EDGE OF TRAVELED WAY (RAMP) LEGEND: MARKERS [§ TYPE C RED-CLEAR RETROREFLECT!VE fJ1 TYPE G ONE-WAY CLEAR RETROREFLECT!VE g;§ TYPE RY RED-YELLOW RETROREFLECTIVE DETAIL 370 MARKER DETAILS ~l 13½"·4'/,"1~ ·-1 11 r,;=?"-4'/, ~ ·7 Cl~I TYPE C AND TYPE G TYPE RY ~ RETROREFLECTIVE FACE DETAIL 37C DELETED THROUGH TRAFFIC c:::::::>,- STATE OF CALIFORNIA DEPARTMENT OF TRANSPORT AT !ON PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS NO SCALE A20C I\) 0 ... 011 r.n -t > z C > ::lei C .,, r > z > I\) 0 (') Return to Table of Contents 370 U1 CHANNELIZING LINE DETAIL 38 c--B" WH[TE LINE __J L. (I Jc_, ~-----2.:1'-0" 24'-0" THROUGH TRAFFIC ~ DETAIL 38A t c-· B" WHITE L!NE DETAIL 388 --8" WHITE LINE f: ,----rn rn 1----<.4'-0" 24'-0" 9ETAIL ~BC DETAIL 38C DELETED BIKE LANE LINE DETAIL 39 c·-·•"•"'TE LINE I INTERSECTION LINE BIKE LANE t Cll ~ J~ ~ N DETAIL 39A r··-->... /::::===~=□ ~ L~.:.::d 6· '-----6" WHITE LINE 200'-0" INTERSECT ION LEGEND MARKERS rn TYPE C RED-CLEAR RETROREFLECT!VE [II ~ TYPE G ONE-WAY CLEAR RETROREFLECTIVE 6" YELLOW L !NE MARKER DETAILS 31/s"-4!/i" I BI ! ;,;,~ 3 %"-4*/e" ~. ~------, -r =~r ~] TYPE C TYPE G ~ RETROREFLECTJVE FACE FINISHED F/N[SHEO ROADWAY SURFACE ROADWAY SURF ACE 6'' rn .ci" THERMOPLASTIC MATERIAL -~'''' DETAIL FOR RECESSED THERMOPLASTIC TRAFFIC STRIPE See Notes A and B. RECESSED THERMOPLASTIC NOTES A. See typical traffic line details for pavement marking patterns. B. The top of the thermoplastic insto1 led in recessed pavement she! I be O to 1/u;" below the pavement surface. LANE LINE EXTENSIONS THROUGH_ INTERSECTIQN_S DETAIL 4D 1 '-0" 6'-o" ---'---j ~ □ □ DETAIL 41 J~cJL'1 I"~ ll!llll l!illlll Q □ □ -'--6" WHITE LINE OETA[L 40A CENTER LINE EXTENSIONS THROUGH INTERSECTIONS 9ETAIL ~ 1 A l!{ll ll!llll ll!llll -"-.__ 6" YELLOW LINE OETA!L 40A DELETED DETAIL 41A DELETED i RETROREFLECTIVE PAVEMENT R~~ jzq:..--_+~'- ~~ 2018 11::. Pl.ANS APPROVAL. OAT£ TH£ STAT£ or CAi/FCWN/A CW ITS 01:r1r:cns ON AGENTS !,II.JILL M)f 0£ RESF'ONS/Si £ rm TH[ ACC//HACT OI? COJI/IL£f£#£SS OF SCA#NEO COPIES OF TII/S PUii SH££ T. RETROREFLECT!VE PAVEMENT MARKER AT EITHER -0 TO 11°"6", SEE NOTE 3 EN~--• MARKER AT DOWNSTREAM ,, END OF~-~-TO ¾, , SEE NOTE 3 SECTION A-A ~ RETROREFLECTfVE PAVEMENT MARKER AT EIJHER <::::;::=:i _ ,:°__°c ::c:~ 31 · --I --l j I -·;o" 1 ':o" ) 2·-0· I 1~~ f--¾1n Min Min -1 +1 PLAN ~;., --~ Two-woy troff 1c (Type 2) ~ i ~ SECTION B-B gl RETROREFLECT!VE PAVEMENT MARKER AT DOWNSTREAM ~N~O: :~E;: ~I-__J_ J I 2~:JL. I .L~ ~i ~Min -+ Min +1 PLAN 1 One-way traffic (Type 1) RECESS DETAIL FOR RETROREFLECUVE PAVEMENT MARKER Lt ~ 4o/~"-4 11/1,o" 4o/n;"-4 13/IE" 1 ~-J l'ZZ22I i1 = ~r RE TROREFLECTIVE FACE f[= ~ ;r t=====J -~J_ TYPE C AND TYPED TYPE G AND TYPE H See Notes 1 and 2. RETROREFLECTIVE PAVEMENT MARKER FOR RECESSED. lNSTALLA TION RECESSED MARKER NOTES: 1.See typical traffic line details for marker patterns to be used with recessed pavement markers. Oetoi I 14A requires a Type 2 recess. 2. The retrareflective pavement markers shown for recessed ins to I lotions ore not to be used for non-recessed instol lations. 3. The top of pavement markers ins+o! led in recesses shol I be O to ¾6" below the pavement S1Jrfoce. STA TE OF CAL!FORN!A DEPARTMENT OF TRANSPORTATION PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS NO SCALE A20D I\) 0 ... CXI Cf) -I ► z 0 ► ::u 0 ,, r- ► z ► I\) 0 0 Return to Table of Contents 371 0) ~ 1. See Standard Plans A20A, A20B 1 A20C, and A200 for pavement markers and traffic lines typical details. 2. Detail 9 traffic stripe shown, see project plans for traffic stripe details. = Q' TO 2·-i I 1' M;n--i l"I i--1' M;n 1 1-o' TO 2· 1 1 o· TO 2· IL~-""""'"'"'" ""'" C:::::::::::::: BLACK WH!TE·---·--7 OPTION 2 TYPICAL LANE LINE CONTRAST DETAIL See Note 2 11-o· TO 2· _J~-6" i BLACK WHITE,,,.---------- BLACK OPTION 1 Distj COUNlY I ROUTf. RE-~ ~NEER May31,2018 PLANS Af>PR◊VAL l)A rrc TH£ STATE or CAUFOl?NM OR ITS Ort.'/C£RS OIi ,4C£JtrS SHAU MH 8£ RESPCWSIBlE /OH {HF ACCl/HACf Qlr COJ/PlE!ENESS Cf SC.4NN[I) COP/[S ()f' !HIS l'UIN SHEET, 2" .5" TO 2" T'r'PICAL LANE LINE OR RIGHT EDGE LINE CONTRAST DETAIL STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTAT!ON PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS FOR CONTRAST STRIPING NO SCALE A2OE I\) 0 .. 0:) "' -I ,,. z C ,,. :::0 C ,, r-,,. z ,,. I\) 0 m '----------------------------------------------------------------~·a,c.1 Return to Table of Contents 372 --.J 3'-6" -~'-6" 3'-6" '? "' 1 '-0" GRID j N ___,,j ~" A=l 4 ft 2 TYPE I 10'-0" ARROW 1 '-0" GR!D -~ A=25 ft 2 TYPE I 113'-0"_ARROW '? 1 '-0" GRID ___ ~ ~!...'._-::.Q~ A=31 ft 2 "' TYPE I 24'-0" ARROW 1 '-0" GRID f-L-:~ NOTE: A=15 ft 2 JYPE N (L) ARROW (For Type Ii (Al an-ow, use mirror image) Minor variations in dimensions may be accepted by the Engineer. Is t ;:- '-' if Q A=42 ft 2 TYPE ID: ARROW Ai ght lone drop arrow (For left lone, use mirror imoge} 1 '-9" i---7 ■} - ~ - 6" GRID __j 1£ A=3.5 ft 2 BIKE LANE ARROW 9'-0" ~ --7r-11 Hn,_rttti I I 1 ·-o" GRJD ---l A:::36 ft 2 TYPE :211! ARROW 7'-3" I I \ I I \ ,, // '!--_\ VI / \ ----, ---~ 1r--I'--. '\ ·---- \ --- 1 '-0" GRID ---~ ~1-'.::2- A:::27 ft 2 TYPE lllI (L) ARROW (For Type :!III (A) arrow, use mirror image} '? ;,, -I '? ,0 Olin/ COUNTY I l<OU1E RE~N-iEER _MQ)' __ }_! L=2Q~1~8 ___ _ PLANS IIPPROVAt.. DATE: TH£ STAIE or CAUl"ONIIM cm ITS Of'f"/C£RS OR AUNTS SH,U l NOT IJE R£SP(,WSJBL£ FON TH£ ACCtJRAC'f' ON COVPL[T£N[SS or SCANNED COl'JLS Of' THIS PLAN SHEET. LJ I !::-_9.~'. I I I ~- A=33 ft 2 TYPE i ARROW ST ATE OF CALIFORN[A DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS ARROWS NO SCALE I\) 0 ... 01) en -i b ► ~ z N C ► ::u C "' ;_ "Ill r- ► ,z ► I\) ~ ► I A24A !.:XL!! Return to Table of Contents 373 CXl _ _J t--+-t-+--+-+-+-t~,-2'-o~·F \Z~~TH 0 V ? ~ 0 .......+-+--+-+---+----+-i'-->-_ _1 1 '-0" GRID A=70 ft2 * 2'-0" x WtDTH OF LANE 7 RAILROAD CROSSING SYMBOL * 70 ft 2 does not include the 2'-o" x variable width transverse I ines. 6'-0" I, ~ttlJ I/ -l~ffil=f ~l 1 '-0" GRID _.j ~- A=42 ft 2 TYPE ill ( L) ARROW (For Type m (R) use mirror image) NOTE: Minor variations in dimensions mo)' be accepted by the Engineer. 11 '-0" -1 I I 111 I I I I r-'-l--l-~- R11Tn-11ttn V ~+-+--t-·-'\--\ ~ J N I I I I I I I I I +- +---+--+---t·-····+---f--+--+--+---+---+-+ -i--t--+--+--+---+--+--+--t---i·-···-i-·-·•· +--+--f--1--+-+ +--+--+--f---a--+ 1 '-0" GR!O _.j A=73 ft2 TYPE ill (,fil ARROW 7'-0" l I I I I I 11 LlJ __ tttt~~jtj ++Htrrt-rl~- -+-1--I) V N ----·--~--+ --. !l1D: l '-0" GRID --~ A=45 ft 2 TYPE Il ( L) ARROW {For Type JI (R) use mirror image) o; tnl COUNlY I Roulf RE~-E-i, ---~2018 II PLANS APPROVAL OAT£ TH£ S{NE OF CAlll'OR/'1/,f OH ITS OIT/C[RS OR AC[NIS S!IAU MH Pf RESPONS/DU' FOR //fE ACCllHACY OR C0VPLET£NESS OF SCAM,£[) COPIES 0, fll/S PU/f SlfEEf, 10'-0" / I\ 1--1 I I 1h \I I I I I ·11 I I\ J_L_JJI[[TITIJ7 +-+--~-l~l~IDU-U +--+---I-··-·-·+- [',_ \I 1 '-0" GRID ... ~ A=59 ft 2 J)'PE Il (,fil ARROW STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS ARROWS AND SYMBOLS NO SCALE ~I A24B I\) 0 ... OIi en -I )> z ,~ C .,, r )> z )> I\) .. IXI Return to Table of Contents 374 LO 4" GA!D c------~-4,_" --- A=7 ft 2 BIKE LANE SYMBOL WITHOUT PERSON \I\ ---·--· ~ :---4" GRJO ~--·-··----A;;-~·~2 -f-'1- BIKE LANE SYMBOL WITH PERSON 'f "' WHITE "" / ---- \' I \ " ( ) _,_' \= --- -- - _,_, A::JL -,,-0 ~ I I \ \\ 1'-n -,~ i---'/ \; v ,_ ~-:~~~· I 11 A {WHITE) =9 ft2 A (BLUE) =14 ft2 INTERNATIONAL SYMBOL ';' ;,, - - OF ACCESSIBILITY (ISA) MARKING -~1-:-::· _ :--1-1--1~ :~r--:~---H ,@Jl~LWJ '-I-' ) I -~-+mm. 1--+-l-l-l-+---1,-+-\-~\--\- I ~ 0 -1 ~-:· 4'-8" A=17 .5 ft2 :; l"i-,_ ,--+mlrrrrrn 1-i+J-h . _JIJ_J~ \ \ -rnH l)ll~-1-+~++ '- ! 1Mj-"~~ ~ -H-i-l-1-1---J-H-!-H+l-+-H++ L_ Jmrn-]ml: ++H-f-lH-L1- fl=Fl=Fl~-H-~tu,_ ~1t1·-v ++--l-1-\-11- \ol 1 ~£ I 1 ~ 4'-8" 4'-11" A=16.5 ft 2 A=19.5 ft 2 NUMERALS l'-O"GAID I 3'-3" A=l 1 ft2 DIAMOND SYMBOL 1" GRID 10" A=2 ft 2 BICYCLE LOOP DETECTOR SYMBOL NOTE: O01,tl COUNT'!' I HOUlE ~N£Ef{ MO.l....l.!....i 2018 PLANS APPROVAL DAT( Tiff SINE or CAUFORNM OR ITS 0Ff'IC£RS at/ MENTS SHALL NOT o£ NESPt:WSIQff FOR /II[ ACCt/HAcY CW Ca/lPL£T(NESS OF SC.4NN£P COPIE:S OF flf/S PLAN $11££1. Minor-variations in dimensions may be accepted by the Engineer-. ~I I -n1T11Tn-r 6" GRID 1----~,'.::l_" ____ ,,, A=l 1.5 ft 2 SHARED ROADWAY BICYCLE MARKING STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS SYMBOLS AND NUMERALS NO SCALE A24C I\) 0 ... co (I) -I ► z C I~ C i:, r- ► z ► I\) .,:a. (') Return to Table of Contents 375 N 0 [ ~l 1::.i ~--7 A=43 ft2 A=35 ft 2 N.tfflttli j -1'.:.J ~--r A=42 ft 2 j A=31 ft 2 1::.i 1--1 j 1':.Jl--7- ttmrf-H+H+H+lflll-~l A=32 ft 2 A=19 ft 2 1-fl-l-l+I-H-l+l+l-l-hl-H-H--IM-1ttl+-l :l_ A=10 ft 2 r:.i 1---l i::.i ~-7 A=2Ei ft 2 ittl:tttt!t i -r:.i ~--r A=5 ft 2 j _r:.a_l A=24 ft 2 j -1'.:.J 1--~f A=24 ft 2 j 1'.:.Jl--7- I\ A=23 ft 2 j_ 1'.:.i 1--l j -1'.:.J~J 1itttttHittrttljjjj "'l q 1---f A=26 ft 2 ,_µ, j A=22 ft 2 -1::.i ~--r A=18 ft2 !itttljjjj i ?'.:.J ~-T A=6 ft 2 j J, d-~T itt/Wlttttlitt11Jttt :i -1'.:.J ~-7 Htl:N.u1: :i .J:.:.i 1--l A=21 ftZ NOTES: Dl:.;1\ C:OUNr'I' I ROUTE RE~ Mol.2..!...i_ 2018 PLANS Af'f'ROVAL OAT£ If a messo9e consists of mor-e then one word, it must r-ead "UP", i.e., the firs+ wor-d must be neorest the driver-. 2. The space between words must be at least four-times the height of the chorocter-s for-low speed r-oods, but not mor-e than ten times the height of the char-acters, The space may be r-educed oppr-opr-iote!y wher-e there is I imited space because of local conditions. 3. Minor variations in dimensions may be accepted bY the Engineer. 4. Portions of a letter, number-or symbol may be sepor-oted by connecting segments not to exceed 2" in width. !TE'-4 X!NG AHEAD WAIT LANE RIGHT ft2 21 31 19 6 26 WORD MARKINGS ITEM ft2 ITEM ft 2 YIELD 24 BIKE 5 SCHOOL 35 SLOW 23 SIGNAL 32 STOP 22 TURN 24 LEFT 19 HERE 26 STATE OF CALlFORN[A DEPARTMENT OF TRANSPORTATION !TEM PED COMPACT RUNAWAY VEHICLES PAVEMENT MARKINGS WORDS NO SCALE ft2 18 10 43 42 A24D II) 0 ... 00 en -I ► z C ► :ti C ,, r ► z ► II) .,:,. C Return to Table of Contents 376 N :l ~f--T A=24 ft 2 H¥1+H't'I-IH++t J_ A=23 ft2 T f-- n-m-rnn~_,_ ~\J\l-J-1·--ll-l/l~-' -1-+-1-1-rlij~ "' A=27 ft2 :l 4"-' -r --7 f-- :l ~ f--T A=24 ft 2 §---~~~-1 ----------J -----. ---7 !I l\ 1\/Lj L- A=2 ft 2 See Not es 6 ond 7 i :l _4-::-11-~- A=21 ft2 ]'\ _, :l _,,::-j 1-T A=20 ft2 HttH+l+t-lltltt J_ A=22 ft2 T f-- :l_ ~f---r A=16 ft 2 1' ' 5TELINE LIMIT LINE (STOP LINE} J:_:9'.~ i--f~' ![\/vvvv f7 WHITE SERIES OF V ISOSCELES TRIANGLES ◊ YIELD LINE J +H\t-H-l'+'H :L -4-'.'.-ii--T A=14 ft 2 Nt-rimti-H-1.t-r -1-H+f-flHHH-l-l" !:ifilli; :l ~-T A=U ft 2 rH5rl couNTY ! 1.aurE ~EUt-- Mo.t..l.!..i 201 8 Pl.ANS APPROVAL DATE WORD MARKINGS !TEM ft' ITEM LANE 24 NO POOL 23 BIKE CAR 17 BUS CLEAR 27 ONLY KEEP 24 FWY ft 2 14 21 20 22 16 1. If a message consists of more than one word, it must read "UP", i.e., the first word must be nearest the driver. 2. The space between words must be at least four times the height of the characters for low speed roads, but not more than ten times the height of the characters. The space may be reduced opproprlote!y where there is limited space because of loco! conditions. 3. ~inor variations in dimensions may be accepted by the Engineer. 4. Portions of a letter, number or symbol may be separated by connecting segments not to exceed 2" in width. 5. The words "NO PARKING" pavement marking is to be used for parking facilities. Far typical locations of markings, see Standard Plans A90A and A90B. 6. The words "NO PARKING", shall be painted in white letters no less than 1 '-0" high on o contrasting background and located so that it is visible ta traffic enforcement officials. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS WORDS, LIMIT AND YIELD LINES NO SCALE A24E I\) 0 ... 01) en -I )> z C )> :a C "ti r )> z )> I\) .i:i,. m Return to Table of Contents 377 N N i-11-1 '-0" TO 5'-0" [ [ D DJ CONTINENTAL ~J, ~,.1 ~l-'-0" TO 2'-0" See Note 1 DDDDDDDDDD □r L-=-1 r 0 D D D D D D D D D D □-;- -~ ~£'.,;Q'.'. s,n TRIPLE FOUR See Note 1 TO 2'-0" '-0" TO 2'-0" l.,AQ_Q_E,B 1 '-0" TO 5'-0" SEE NOTE 2 -----../ ~ ~ 1 '-0" TO 2'-0" ' ~~] -[ ___ 1 '-0" TO 2'-0" DIAGONAL 1 '-o" TO 2'-0"·--· HIGHER VISIBILITY CROSSWALKS NOTES: Ol::.1\ COUNlY I llOUll ~~ Moy31,2018 PLANS APPHOVAl. OA TE 1. Spaces between markings must be placed in wheel tracks of each lone. 2. Spacings not to exceed 2.5 times width of longitudinal I ine. 3. Al I crosswalk markings must be white except those near schools must be yellow. 1 '-0" TO 2'-o" _____ -![ BASIC STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS CROSSWALKS NO SCALE A24F N 0 ... 01) Cf) -t l> z IC l> :a IC "ti r- l> z l> N .i:,,, "11 Return to Table of Contents 378 Depth of grind as necessary for the limits of the 0-inch curb face Minimum 24-in wide taper edge grind Taper edge grind to 0-inch on adjacent to curb ramp, depth as required to outside edges shall extend beyond be flush with the gutter lip after placement of the limits of the curb ramp to ARAM with Slurry Seal, Slurry Seal or i...,,.,,._;..,,__,,_,.._,__,_., provide a minimum 24-in transition Asphalt Pavement. to the existing pavement surface. ARAM-Slurry Seal EX. A.C. ----------------- 24-inch min. tapered edge grind. Plan View Finished Surface After Pavement Treatment ~--r---------------~-----------/ I ________ I I ~------I --------'---I EX. CURB-GUTTER, I : AND CURB RAMP : -----------..J._---------------~----------- Depth of grind as necessary for finished pavement surface to be flush with gutter lip. Section View EDGE GRIND AT CURB RAMP N.T.S. 379 SLURRY SLURRY AND ARAM CAPESEAL 380 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project  48"mlnlmum "BUSINESS" ENTRANCE __ ../ , I /, . ' ;/ ,, \ ' --·--', __ ...,_ .. ~ ,, ··---, ,,.✓ V ~================':!J not to scale (five possible BITOW positions) FABRICATION NOTES: 1. Black ietters and borders on orange non-reflective background. 2. 6" caplt~II letters and numerals for business names. 3. 6" capital letters for the word "ENTRANCE". 4. 5" space between tines. 5. 6½" minimum space between border and letters. 6. ½" black bard.er with 1 ½" comer radius. 7. Sign back may· be plywood and may be mounted on a Type II barricade . . 8. Black arTO',\t, size per G36-2 sign, shall be rotatable to vertical, 45° left and • right, -and so• left and right with six. predrilled hples and. two bolts, each sign. • 9. Ten .(10) signs will be needed. 10. AU BUSINSESSIENTRANCE signs are to be turned over to the City at the end of the project. CITY OF MOORPARK TEMPORARY BUSINESS ENTRANCE SIGN 381 Specification No. MPK 20-01 2020 Slurry Seal and Pavement Rehabilitation Project  " - - ·, · ROAD ·C(l'NSTROCTfO,N . ~. . . .- D~l:VE . . . ·:·· · .. ·. EXAMPLE STREETti~E ·EXAMPLE TIMEmlOD "-:-::-:?--:~~'"'.'.'""'"'-~~~~.~-\41'~~~;.wooo POST · }f'BBl~AIJQN~QTES:·, ; ,._ ... ·. :2: 4" minimum capital letters (4C ~ :~f · . ~ . ' .. 4. 1 ~ ~la~k ~rde.r ·wiltl'. S;"1~mer ~dlus and'¾• margin ... . . '• ' . . .... 5,:· Sign shall ·Jncfu~e. a·ctual -~d~ing. ~nd end.ing 11.10.nth, per City Enqineering. . . . '' -• . . :, • . . . : -~-. : '. . . ' . :' :. :· . . ',• . . • . '> . ·• ~ _.; : : t' -'• --· -· ·ij .. Sign:baokmay ~p1yWO()d ·and ~~'be_moi,toted ona Type __ u ba.rricade.: .:- Signs ate to ~-given to the C.ity·,af'. completion of the project. ~-. ·-:1 -. i _·,_. . TEMPORARY ROAD CONSTRUCTION SIGN . ): 382 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project          Appendix D: Location Exhibits and As-Built Drawings 383 r-z Cf) ) HIGH ST 7 :a :J FIRST ST s:: r I ~I ALWY I~ r )> :::a > 0 <( <i. 6ECOND S]<i. Cf) I ~ ~ 0:: I ALWY I~ <( j a.. 0:: I THIRD sTI ! 0 0 ~ > AL <( >-I-~ 0::: Cf) I 0 0 ...J ...J 0::: <( LL <( ...J ...J ~ MOONSONG CT In lJ / I-WESTCOTT CT Cl) I C c::: <( NORFOLK CT ....J -....J ~ ~ TORRIDON CT I ---Slurry Seal (Downtown Area) Notes: 1. See separate exhibit for AC removal and replacement in the Downtown Area. <( ~I- CHARLES ST DOROTHY AV RUTH AV SECOND ST SARAH AV SUSAN AV ROBERTS AV ESTHER AV SHERMAN AV m Cl I-m Cl) z I-CD z ;:o 0 a ~ G) w m c::: ;:o LL Cl I I I I I l l ~ CHA 0 0:: FITCH Av :t C) )> z s:: :::a 0:: :::a -< a.. Cf) Cl) ~ ROBERTS AV I- Cf) >-0::: 0::: <( I 2. City staff will mark final locations for AC digouts. 2020 Slurry Seal and Pavement Rehabilitation Project Specification No. 2020-01 Downtown Area (Schedule A) Slurry Seal Map 384 z ) 7 :a :J ~ ~ 0:: <( a... 0:: 0 0 ~ - ~ r- Cf) HIGH ST FIRST ST ~I ALWY 11~7 ~6ECONDS~~ ...J <( I AL wv 1111 I THIRD sTILJ - ~ ~ 0 ...J LL AL I-- Cf) 0 0::: <( ...J ...J ~ MOONSONG CT in lj ,, I-WESTCOTT CT Cl) I C c::: <( NORFOLK CT ....J ....J ~ TORRlnON r.T s m Cl I-m Cl) z I-CD z ;:o 0 a ~ G) w m c::: ;:o LL Cl CHARLES ST V_ 2 2 I I--Cf) >-0::: 0::: <( I 0 0:: C) z 0:: a... Cl) ~ CHA FITCH Av ROBERTS AV t1////1 AC Remove and Replace (4' wide from curb face) Notes: 1. Removal/replacement of AC pavement in the Downtown area will primarily be 4' wide, along the existing curb. 2. City staff will mark final locations. 2020 Slurry Seal and Pavement Rehabilitation Project Specification No. 2020-01 Downtown Area (Schedule A) 385 OJ 0 ------z HERTZ AV (f) ~ ~ C A 0 (") -f :;HALLENGER CT ~~ TEJADA AV DISCOVERY CT -~ ~ z <( ~ 0 ...J 0 C, LASSEN C > <( ~ Cl) <( I Cl) --........ SHASTA AV [ DIABLOAV I CJ RAINIER S 0 PALOMAR AV DENALI CT 0:: FUJI ST 0:: w ...J D Cl) C, > ~ <( OLYMPUS ST LASSEN A\/ >-<( w 0:: z 0:: LASSEN AV I-w I Cl) ~ SIERRA A ANGELES AV z ...J z w w 0:: ::, <( ~ Slurry Seal (Shasta Area) Notes: 1. Removal and replacement of AC pavement will be in various locations within the Shasta area. 2. City staff will mark final locations for AC removal and replacement. 0 0:: >-UNIDOSAV () z <( (JAMES WEAK AV) ~ >- <( N I-w w VILLA CAMPESINA AV 0:: ...J <( J 2020 Slurry Seal and Pavement Rehabilitation Project Specification No. 2020-01 Shasta Area (Schedule B) 386 10' (O' TYPICAL SECTION CROWN No. H 33 4" 50 6" 1--...:.. .. _· _,. _____ :_: __ z_•_~"-·-I 17" I STANDARD CURB 5eaole Z'' =: /!...o" N SARAH AVENUE CL....------------------------' a:: =::::I ~ I rn SUS AN AVENUE m K E Y M A P 5cQ/d. /_.~ 2.tJ0 1 s l'/iz(lf /1/o . .for s-freafs fhus [fil Oif-cf? !M17ro111Zme11fs 011 S/1eef No. 6 Wo/7r.r 17/Qn on Shq,q, I-No. 7 .RrzfQ/n1n9 WQI/ drzf-Q1/s on She,z-l Alo.S DATA H' 1" I V2" t s-'-11" ""'-o'' ,. slope y.,· ,.., 1:0• l". I:•_:."• ~ _-• ;:•. •-.'~-. ~--'., :.:.. : '.;.~>::•~:•II 1 l,Porl·/,u,d C~"'1 STANDARD Sco/,z WALK I" -z '-o'' s'-o" STANDARD CROSS GUTTER /0 1 ' SECTION A-A AO. ,JCO/~ DRIVEWAY DETAIL SIDEWALK DETAIL .N6k.- .LJr/Yea.1o/,-s /o ~e cons/rc.,c/c:r/ o/ ,6,x,~,iw5 /o k c/4-k.,,../.??/Ped -4' Oa//?<!' I'" or /2/s e>yen/-. MICROFILMED 42. ·2.76 NOTICE TO CONTRACTORS /o /1// euor,k t:/4/o/led on /-,e.=-_ph~ .s/4// k c/4/?e /;,, OIX'<::Vdonc6' a✓✓d ,",.{<!! ....s_;.,0ec;/;;:,o./,,o,,,s e,,,/,,//ed ''-5,,,a=,,1/Jbo/,,M.s /br lht!! .7 n7,.cv-oJ"e✓n6'/7/ o/' ~s/4 ~rd'e ;,,;:.oc/.,1/4. / -t:7...?d" ...:r/4.no-bra& o/' /4n/o/V Cbci.?f. ,e., ..6'=c~ Nork Re.,§..re~ : To_p o/' .IJ/es/ cor.6 o/7 M///4.n/ .Sbee/ ,:7/ #tV/.4 .b'oa,,,,oft7-o/' M,/40/ /?c/e..5 .5'C/.bcY/r/S/M O L/en:7./,,0/? =.5/,2,3tJ ....;t ,f""~en<!"rC"r 0% O,"/<!: o/' /~e /b/dla1/7 o,6..6,,-(!?r_/o.i-an.s or sy/7'?&Jb /.Y c,,.s~ o,,-;, f'~,s, _p/o/25 // ..y.,h// /47.re /he /.??~,r,,'o/ -66.kJa✓ : .8.C.R . .8:,9-'~/?/;,pf' o/'Cor,6 Re.lor/J C.F. Cor.b Face £. c. R. ,£"70" o/' Cbr.6 Re.h,r/J J! C'eonkr Lme Co,,,,c, Co.ncre/6' "!t! P~rf L✓:ne £x. .£.z,,s./,,;,,f: Am/ rbreP?07/ /?R,C'. rtvnl o/' /ere/'SC:' ~/re ¾ .,q.,,., a,/7/ T. C. To_p o/' Cc;v.b R. ,Ro/e ol' F/oa1 ~/5=--. ;,y_,,,o;=/ -5'6'C'r✓-an s/q( s/4.~ro/ 4. 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CUMMINS, CIVIL ENGINEER Oxnard ,California ~~ 1/.£->6557 Bui It~ VENTURA COUNTY VISTA VERDE TRACT NO. I KEY MAP-TYPICAL SECTIONS- NOTICE TO CONTRA CT ORS SCALE AS SHOWN APPROVED ~ '?".,.,, 4:,.. 2&7 21 ~ L Cs COUNTY SURVEYOR OCTOBER 1957 1957 IN 7 SHEETS SHEET NO. I 3454/ 387 • ~ i I\, l> "ti "ti g1r~ C :~~ <D (JI ~ <n z :i:: ,.., ""' ,.., -i <n :i:: z ,.., 0,.., . -i I\) <n It. <n () .. r ,.., II II -l> -l> ·o_ <:i:: mo ::0 ::0 -i --N no l> z r-i l> r 0 0 -i 0 CJJ Ill ~ <D (JI ~ z ,.., r <.. () 0 C X ,S: "tJ ::, s: ~ a -., ~ z "O a. <n a "'o... ~ a n a. -· < er --~ r '< :. rTl a z G> z ,.., ,.., ::0 en -i ::0 ITI ITI -i 3: -0 ::0 0 < ITI 3: ITI z -I en < -en .... J> < JTI ;o C rTJ .... ;o J> 0 .... z 0 Q ~ :-<--. ~ ~ f) l ~ t ~ ~. ~ t~ ~~ ~ ~ <. I I(\ ~ \ ~ ~ :-tt I~ ~ ~ :-..., ~ ~' ~ :-,..,. ~ " ~ ~ a :-..... ~ ~ ~ l ~ ~ -9.~ .s.4 H-+ ,,,.5. I--" }-. '{ ts <\) c::. II I II ~ ~ ~~~~ . (_) ~~ ~ .. ~ ~ .. , Cb cJ-,,l?cJ E .C'..e. _,. ..t.'y ~ .... ~.£:> c.---~..,._ r-- /a'. 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I -=-=-=---~=-~~j~~-_==_====_~==_==~~=_~l-~::A=:: _== _====_ =~:: _=::=:2==:====Y_ -- !J. -~ SP RING ----------STREE T J[ M1C ROfllME D 4L .. 2.80 ccp b/ock ,,E' -.,.,-4 Co;?/. "'~e ,z-? "a.c. eye:,c o/.he,r .6or ~z'kn~ ho/: woy o/ .-. ~-.~-: ·<~~: .• -·• ~, /J -~' .• •• 0,\\ '-11/ • -~ 1------___:-9:!:_::'-~o:._" ___ 4#~1..1..'- .A/o/e: /9// ye,.....hbo/ske//4 ~e /Jiceo/ /n ,,,okce .3 ,, /',on? ou/s;°o{;, /Jee ol' .b/ock . /27// ce//2 /o '..6e /;JI«/ -:50~;/. ,.Vo/I C0/'1~"1:X•/o,r cu;// mcR/}1// o/7& /,:;,o~ cr,,;.fA o/ o s»1001A s/rojJ/2/ ymo& .e,<2/coee/7 e/evo,,.;;o/"?s -Q-/2oa.1.1?. 12''pilasf•r block:s lo .be 1nsralled c5' o.c. alon9 cuesf .side of" tutTII I I ~ /I\ / / I / / C O N C RETE BLOCK WALL I I I / I SE C TIO N 11A-A 11 N ON C'VR,5 ,e = .20' 4 e 90°0.:, T =20.00' L •~o/9,2' , C=d s/c/ ---==j='~,.!-==M~-o~.,;;~===,,..T'f ,: I I , , I ~f-----------T; I ". o/;, .cz Cvr..6 1 1 I , I I ROBERT S , AVE N UE -------------- I I I I I I I I I I I I I ===-7. Pr epared by NEIL J. CUMMIN S, CIV IL E NGIN EE R 0 xnord , Ca l i f o r ni a I I I I I I 1-w w I "A s Bui l t ~ VENTURA CO UN TY VIST A VER D E TRACT NO. STR EET IMPROVEMENTS 1"=40' HORIZONTAL SCALE 1"= 4' VERTIC AL OCT OB ER 1957 APPR OV E D ~-~195 7 r-c,;.,._.,z,.. q, -<!.• CO UN TY SURVEYOR IN 7 SHEETS SHE E T N0.5 34545 391 -,--±--,.--,:,--,,--:r--+--t---r--~--+--.,...-"+'---.--- .. --E. -r ... ,-'-+I --tt:-±-r -,~:-;,-t -t---"-• ... ... ... t ------i'---~---!:,---<-t:--"':' __... t.- 1 I I + t .. -t ..,. 1 J ' .,.._ ---- L J J ,L. +-... .........,_ ~--+----+---..... +- Jo.1:n • +---- t _'b'-00 9 ONt ~ = -998 A = 7 ° <72 '09,,. T=-..:JO.dJ/, ,L = ,:;; /./ (p , ~ rl1LLARD _,_ ....___ t /t) 0--V COA?B £=..5/8' LI "'-c5~8 2Z" T-119.%' L-~.81' Cons/. Sh'. Ce1.r.6 7'#'0-/,i:- ---+----,r-1-----~---3~-;-;---r----J. ~ Cc:::v,sT. ::s.ld: ON CV..B.8 ,€=,20' LI "'&7'()7/7H r-;9.o.2' L r..!J0.4/' /6 ' .,, . z L&J < ::, (/) z ::, L&J (/) > < o.N' CCl.€.i .e = ~2 ' ,6 =l.3~57" r-.57.47, L ://'1.40' ONC'(.)£LJ A:?=ZO ,6 = /(),2 °,e2 ',,25 ,, r-,29.(¼,' ,L =<J5. ~ , F. I-f C -£±----<--:::--r--i_ 7 j: f ----1 -~-!:----:----::---:---t---/.~-~----:+:---,~::-----r,_:--1 :;: +-t.. r + t -f t j: f -f---: -+---+--..... E-----+---,; .. -;:c..._::.:.:___;j:=----r-+-~--,.---r----t-~-,:-!~~---;:~ .. _J oN Ji .,e = .5(70 , L::, = /8 ':6~ '/3" T=-8.!J . .59 , L. =-/~:5.2~ , c· ,, q,· .J> \Jq. 'bf) \J ON COR.8 X o.13' ,e =.:518 \I) X A = 7o/.!J ;zo• \D T•J.Z.&,9~ L :::a5.Z9 ,- ON'CORB J5.09, ,- /,e c,,A/_t' .,.e =..500 A :;-3~7~" T =..5'9.77' .L ='//8,88, ON co.eB ,€ =9,!32' LI =-12 ~2 ,4() n T =--...54.'rO ' L = 105 . .3.3 , ~ ,- ON' co£.B /4! =2.0 ----~$±7--i•--z ON co..e.l!!J ,e:-,Z.O, ..6 = 7/0/4§8,, -r = /4.3!3' ..6 = /000,2.Z '.5<J I r~~M' "-: .3:5. t:J,;f ' L = ,,e4-<!J7' 1 2, -1 WIDENING OF DITCH SOUTH OF LOS ANGELES AVENUE /.;r9? 'o/'~?&h /4-6e CV/c;Y,5>,ned /() • · I .SECTION /1-/1 - z r~con3/r,;c/ /Yoor 6e/a/~P _,_,.<1/'osh a/Q//.s -ole,f;i;:/o~ /4-wer ex. ,,,e;,''x,;1,2 # C.M.-,.-,t? ro n?=/ ~;.f/, /,6aJ //;;e Nole: Co.,;,/roclor Jll..:;,// .s~cor,e on ~nproqc/2.n?~-"?/ ,,.oerm)/. ope( o /'/~ a:vn'ro/ _,pt!'r-m// _pr/Or TO recor-isk-,:;cl'/o/ d.irc/2. LOC/?TION Mr9P ~o..-4 / '' "..!IOd , Prepared by NEIL J. CUMMINS, CIVIL ENGINEER Oxnard,California ' \ \ '\ \ .Ex. C:M.1:/ \ \ \ '\ '\ PLl?N \ .... _ '\ '\ _,. \ ( I '\ I_,, \ j ·-...... VENTURA COUNTY VI STA VERDE TRACT NO. I STREET IMPROVEMENTS 1•~ 40' HORIZONTAL SCALE 1".:: 4' VERTICAL OCTOBER 1957 APPROVED ~ ?'?' ---~ 1957 <e ... ,c::::. c;_ ~~ COUNTY SURVEYR IN 7 SHEETS SHEET NO.6 392 SECOND STREET • I I I I I \\J I.JI ~ \1 1-i ' 'Ii : I I- ll.I Ill a: I- {," erk val(le 1 N • 0 /0 a: C( J J ~ (."r,", 4'' 4 • r +• r +,, N'of<Z: All ,n,zfa/ surfoc,zs s-ha!I b(l, prof-tLc.-i-ed wit/? +wo coo ts o-f os,171!0/f: 1-!vdronf ris~r sho// ba c 7<2on12d ond/a111f,zd w/tlt 01112 coof o sy1t rrzd /,zqd ond rwo c,:;,ofs of ,znom rJI. co11cnzle -/ltrt.1sf bloc.-it. .. '9" s--ld. riser I ,, I .EL E /IA TION TYPICAL FIRE HYDRANT lfJslall 1010'0{ 6 -' as/Jcs/i;s cem•11-I-pip£ • /11s-hlll 29' of ~• as/Jts-11:,s ceme11-f pipe Jns/-QI/ 11k9 tu SARAH 25S' o{ 6" crzm•nT pipe /of .37 !of 36 /trsfoll 1089' of 6 • as besfos cc,.,,nf f"P' /0 1 AVENUE lnsfal/ 2+1' of' <'o • os6,sh,s, c.clftfZ',,f pi;:xz I- ll.I ILi a: I- (/) ------,<'-------------------------,-------------------- SUSAN /11sfol/ Ill' of 6; asbasfos <-rz11?c11+ pipe -------'-~,o~---- /of8 /of 9 LEGEND AVENUE /nsfQ// 111' of -4" Qs/Jesfos ceme11i l''Pe · /nsk/1 //{.' o-F 4 ' qs/Jesfos ce1111.11f pipe. bock f,// ( r~pave __________ .J. Sc. o I e / "=-100' • /11""1!/ ft"re J,ydronf o /nstQ// 4'' 9Qfrz fJalve sf!ocvn. ----~>- a:, I 0: I C( I :I: 2.. 3. Ml ~OFILMED : L/-2_ ~ ·2._82., No/er10/s SPECIFICATIONS FOR WATER DISTRIBUTION SYSTEM ,,,P// .;no/er10/2-ore /o be q,o_,,oroYec/ ~Y /he Covnf /,ns,,,oeclor _,,or1or ro 1hs/o//o?'/o/? o A_;oe -/?~be~los C'e/??en/ -Closs '°'l-6() Vo Ives -Iron body -bron;rz frimm1Zd, 'Flul d-tif<Z '., /70/1 riSl/79' sl-<Zm . wif/J 2 ,, srt1or<Z oparoftn9 /J£Jf. Spacials-C asf-Iron -c/oss /So rz,rc<l.pf os sl,own. Va/v,z Bores-Alho""1bra Cof No. 8-3004 or ru1qo/ flydranl 1/aod-Cal. No. J-344 ~r -z1ua/. Sin9le S-zrv/c(l,. .Pi,o<Z-dot1b!<Z s:frdp s,zrv/c<Z clo11tf', ¾"cor;,ort:1f-ion Slop , ¾" CojJper pipe, ¾' 9oosa neck, 3/-, '' c.vofe.r me-fer slop. /}ot1 b/e Srzrv/c.,q, Pipe-dovi/1£ :;fro,o se-r///Cfl. c/qmp., 1¼" corporqf/on sfop, /1,/-," c.o;,p,zr pip<Z , l'/4"¥ 3/4"x 3/4'' f-,ze, ¼"'loosenecl:s, 3/4" wafer mq,fe:r s-fo,&Js. C orpt7rQfit?l'1 sf ops J-;s-oo or ,z.'lf./a I. Cop per service f't°frz -J-1499 ,:,r e1t.1al. /,(Jq-fer me fer sfot°s -fl-/4-Z-S'O or iz9t1Q/. /11s-fq //afio/? f'i;,a -fo have m1n1mt1m co//4r o,C ,o•. Pif'q, fo be laid on fi"r111 fr<Znclt. J oin-fs -sfc;ndard c;sb<Z,sf-os cemeef cot1pl/n9s. Use: morfqr Joi#-fs or 'Fluid-tifrz' -fo connq,cf sprz.c./ols. Thrqsr bloc.l::..s ro b<2 pot.1rad a9ai11sf 7/7<Z f-rench of lo caf/ons s l?owr1 "" the plo11s ar -fe,z s f chon7~ of dir,zcf ion. Minimu111 omo1.111f o-f c.oncreftL. 17q,r thr£Jst /Jloc.i -3 cl.Ible. faef Chlorinofion -One llondf'u// -of #TH p/Qced in aoch /en9th o-f pipa as /Qid. R~f-1119 -Aflrzr i11sfallafio11 is comp/4-f!Z 1/lq, sys-fam sl,o// 04 ~sfad -f-o /ZS-17.sJ." in an a ppro fl<Zd monl7~r. l3oci:. .,C/// fz> /,q, compc7cf-q,d i-o 95;£ /'110¥imt.1m d<2nsi-f!'- Obstrc.1c-fions -Confrac.-for shall biz responsib/ta for c.hac./£.int; -for under 9round ~/Jsfrucfions oufsida. Troe-I-bou,,drf. 1/olv~ boxes -fo pe, od./£1~f12d fo 'lrQde af'far po11em<2nf is in p/Qce. Po'/ m<Znl- PQrme,,1-$"/,QI/ be bos,zd 0/1 q lull'lf' .SL.1111 -for 7he s9s-/Em t::Om_P/rzh il'1 qccordo/1Ce a,//J these: ,.olons oAd spru:.i{/cc,fio/fS . Poc;n?~Hf +o be mod~ o/'l-~r S<fs-fem hos bz~n occ.a,Pfad in 41ri-lt"ny b'I t/;tJ; Covnfy or ttta/4.r P/sr-ricl-tJ-/'/'t"crzr. Prepared by NEIL J. CUMMINS, CIVIL ENGINEER Oxnard,California • VENTURA COUNTY VISTA VERDE TRACT NO. I WATER DISTRIBUTION SYSTEM SCALE AS SHOWN APPR~-~~, COUNTY SURVEYOR OCTOBER 195 7 1957 IN 7 SHEETS SHEET NO. 7 .34547 393 TYPICAL SECTION oec>WN DATA <60 TYPICAL -SC'O/e STANDARD CURB N No. H H' 33 4" , .. ~o 6" I vt' SECTION 2 STANDARD CURB a GUTTER SOUTHERN PACIFIC RAILROAD :J ... DOROTHY STREET I-w lu a: I- (/) RUTH AVENUE 0 a: Cl ..J ..J ~ SECOND 0 a: Cl m I SARAH AVENUE _,, jl 1;) Ill ~ (/) KEY MAP ...5c-o/e / "•.ZOO ' -5'h=r /110, Av .J"/~/2 r'Ac,,s ~ Re/0'_,_;.,,,o/ euo// o/70-" /2eoda,e// o .s-.h=/ .no,~- ~ ,LJ,,.,,/,,.,7 ~/r,:,,C'/4r<S' o/ L= /?"o/,,.b r ...,_,Fr~~ ..J ,,-9,e,n.::,d' ...,,,-5,,,.,./ ,,,.,o. //. j[ LOS ANGELES AVENUE • I-w w I-a: IIJ I- IIJ a: 1/) I- (/) >- r;x: a: Cl ::c (!) z a: n. (/) STANDARD WALK PLAN SECTION A-A hO .$<;:Ok DRIVEWAY DETAIL • A/o/4.· MfCROFI MED NOTICE TO CONTRACTORS /,, ,'?// t:VO/"k' o-G/4,,/ed' 0/7 /hese d,roa,,,,h9s ~/20// "6e do/.7<? /n OC'Corc/o,n C'6' CL////, / he "i° ec / '/Jco/✓o/?S C',?,,.: //4c/ ''s_,,oec //)C'O /,,,o/?s /br /k b?rOYC',,,,.,./7/2-o/' .v✓sA~ ~ro"e lloc/ ,,Vo. :z,, o/70"' .__;,-/4~,,.;6- o/" ,J,&n/v✓-0 C'oc,,llo/• LJe✓7c/, ./'7'o;A2' Rek✓-e-?C<'.S' •• To/' o/ J,/esl cvr.6 0/7 M/,0,.-v-" ..5/r=/ o/ l'¼ir/./2 Lha--?o-bry o/' lr'b/4o/ /27c/.:.-s ..5v.6<7/Y/S-/On O £/~ J,-V /,, on ~ --5 / z • ..!!<5 ...3o h/he.neYC!"/" ony one o/' //2(!' /b#ow✓n9 o.bh,reY/O/✓-oos or --Yy..=.&:>/2- 4. /S U.5ec/ 0/7 //,e o?-ou;/n.9s ,,/ .J"ho// /?0,1/,:.-/,,;e /7?{!!'0/7/o/ .6e/oa,;.: c!CR ~////'?/o/ a/' C'vr.b Re/or./? C.~ C°&'rb ,C= £CR £.-?er o/' a.,,,-,6 Re/vr/7 i Cc-nkr L/nC? Co/7c. C'o.-?c/C!'k-~ h~rf L//76' ..Ex. · £ X/~~h_.9_ fi/77/. ,,Cb;--e/77e/7/ ,,,ORC ,A:,,,n/ o/' rere,rsCi' OO/Ye % ?Cf'rC'~/ T.C. T90 o/' C'or.6 R Ro/e o/' ,C/oa✓ ~-Sec. 'i'°/::vcv/-..5ec/,,,~ sld. .Srond'cv-·d ,5>k y,ro,::r,,~f' ..sAo// /nc/ode a.) R<!f'h'70Y/n_? o// ob/,r,:.,chons ,:,v///2,,~ //,e Y~o/ 0/"a:7' -.x,'C/,1 os p-ees., /2~e.s o.nc:>" /=ces-. .6.) Mo..1-,,o/ co/4 o/?& h//2 = ,,~c0co/4o/ on ✓Ae .,.0/on.5 . ....5/,,.=/ o~.s o.---a /4 .6e ,,9~cr m o//ravh:>(7/4 ~ob-_,yrQ~ /21// ~~=/2 ono/ ,6,:.,//~~,9, _,,,ooo& /4 .6e Ct:?/77_,,=c/ed 7"o o h?/:n/mv.n o,/' 9t:J ¾ o/' C]P/,,,/?70/n ck,ns/y • ..a,-✓-r~a,,oy.s kJ ~e C't:Jns/,,-,:.,C'/col' O'/ /av!'ja,;,s /o k ~/.,.,,,,,✓~ .6y oa-ner or A/~ Of'<!'A/. ...S. y'ruc/,,,, -:,/20// ..6e cons,,c/4,,;-ec,/ 0.5 .s/,;-oj/2/ yro~s ,,6e/a;~,n e/ero/✓-ans ..S.ho ?</n ao //2e -,/,,.ee/ ,,-Dh-'=" ezce,,o/ OS o7her«//Se //?&/co/=/ o-? /.he _,,P/ons or n?od'/Jed "6y /he 7}'//C'o/ sec-7/or; ond' ..y/4,~o,,;v/ _,,o/o/?...Y 0. /9n o.,.o?roY<!'d° evt!'ed-o// ...s./20// ,b(!;' o/_,,P//ct:;T :/o //2e -.f~6o..$e /r/or /4 ~C/o/ c>r=-/2er .run bseo. /4 o,/,,:&y co/7,?ec/,,,o/7.s --✓9// ~o~r.., .90$ //.aes o/?c/ -s./4,.6 oon.nec/,,M..Y TO ,,,o~r1,, /,,,ne_, o/' eoc/2 /o/ ~.ho// be /nslo/W ( . , ~~~: ':~ •_ ~ ~;-~-,::•o-,;~.,!,, ~,::;:;,.,:0 :: 0 ~t;,:_~ ~:=~:;,;:; 7 ,..,:-;.:; "'.:Y The o/ -=v"/ /....sh / STANDARD CROSS GUTTER SIDEWALK DETAIL I 9. Pc.--,6/,,eo .1,/o,r ks .LJ6)00 ,;-/ /77 e n /. Tro/'/Jc C'on/,,.o/ s,-;,✓7.S -C"o/?h/ ...S/j;,'::s_, /b,,. .reyv/o/✓~., CL,,'(7/A/o/ ond yu;donce o/' /ro/'/Jc., ~ho// .6e ,,ns/4//t!'t:J'°' os re,9<1/,,rec/ ~ ?'/2e Pvd/,,c h/&,rks L?"i°o,,-/n=.n/. /,:J., //7.5/b// /2C'l?~r ..6cJOro!:s-o/ ~<= o/ o// _,.ooreH?e/?/ a,,,4,,;J, cov/d de ex/4-nded Prepared by NEIL J. CUM MINS, CIVIL ENGINEER Oxnard, Cal ifamia ~~~ R.E. 6557 I As duilr ,.oloos #at; /959 VENTURA COUNTY VISTA VERDE TRACT NO. 2 KEY MAP-TYPICAL SECTIONS - NOTICE TO CONTRACTORS SCALE AS SHOWN JUNE 1958 APPROVED ~:2 1958 971-Jf ?t< /44,s COUNTY RVEYOR IN U SHEETS SHEET NO.I 34812 394 ' ~ ~ ~ ~ (>I ~ CD -(>I z "' r f.- 0 QC ,. 3: -0 :, 3: ~ 0 -.. ~ z ,, Q. C/l D (') .. . 0 0 Q. ::: < CT --'< a r ~ :!. ,,, 0 li z HI ::0 (/l n )> r ,,, 7."= := ~-t < :J: ,,, 0 ::0 ::0 .... --N 1, too -ID u, CD J> z r __. J> r 1-------1 c.. (/l :J: ,,, ,,, .... ~ N z !2 ,,, ,,, .... (II C z ,,, li CD en -i :::tJ ,,, ,,, -i i': ~ 0 < ,,, i': ITI z ~ I' ~ ~ a l ~ ~ ' ~ . ~ ~ I ~ 11 ;:,.... !::i . 'S , IJ t 4 ~~ a ~ ~~ ~ ~ ~ ~ 5 0 ' I . .ZO " s.s r ~ ~ :-.._ ~ ~ :-ii ~ I j) ~ ~ :-.._ t ~ ~ ~ ~ ' cl <' \ c.., ~ •• -,,s ~ ~ ~ k ~ ~ &_ ' t ~ ~ ~ ~ ~ ~ ~ ;'i ~ ..flrOO t-,.'l~<I) ~ ~~~ .. () "~-a ro 1:5 :r.. . C. ti <\J f.i~"'t1, ' ' $ I Z /-r '?.2.8 7 £ C ,e ~ HARRY · .:,-~~~/no. 7 "i STREET /-,'-/,:;,.~ .BCR "''It>~~ 11 11 I 11 U\ I ~ (\ :-.~~~ ~ ~ ~ . ' ~ ' . o -,LJo SPRING \ ,~7 --~ -STREET --------------~- < 1/) -i l> < m ::ti C l"1 -i ::ti l> 0 -i z p I\) f;;" -~ ~ 1 < ~ ~-~ ~ ~ ::0 J> ~ n ~ 0 "-:. C z '-- ::: ~ ~ ~ & i;> ~ ,; ~ 4 (., '--~ (i\ :,.._ ~ ' Cl' fb Cl \l "I... ~ Cl ~ ~ ~' :) ~ t 0.. ~"'~ :ti "- N ~ 1~ Cb ' ~ Ei\ t I ~. ll ·~ ! I I I ~ ~ l, ~ I ~ ~ ~ 1 .; I I T f l 11 'ij · · j Ji L .. >+t i. ct I ,. I • t t-T ' ! HI I r I '1 t I l t 1 .. t ~ ~ ~ ~ f+t ~ ~ I ~ r .. ; .L ~ i' t:: HI t~ • t ·\ +; l -"-'---~ I, .. t .J ti f r+t 1 ~ I i j rt... 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CUMMINS, CIVIL ENGi NEER Ox nor d, Co I ifo rn io - 'l '/2.E. 6557 • M1cRoF1LMeo Copy O,V C'C/£?8 ,e =,;tcJ , .4 =-./33 °~"/2"" T= 98.3.:5' L = 94.7<,, j VENTURA COUNTY VISTA VERDE TRACT NO. 2 STREET IMPROVEMENTS 1"=40' HORIZONTAL SCALE 1"=4'VERTICAL JUNE 1958 t. - APPROVED J EPr. /2 195 8 IN II SHEETS 9};, g Ji,::;ga.o-(~ SHEET NO . 5 COUNTY SURVE 34816 398 • -~ ~e ~a·~ 10 "Cone, .8/ock CON CR ET E BLOC K WALL SECTION A-A /...3 '-~" _scok ,,--=~ '-a~ I I I I :i I I I I I I I I I --1--r ---r ---------r -j -1 -1 I ,,-,-t--,----~--=--:::----t--,--f-+ I I ~ I I ~ I : I I -.,.. ~ I ~-:-rJ~-/2'.-c'h 11 I 4 bJ, II : l : I I C.M.P. ,/,2~ ) I I I I I ! ! ! !~ ! ! ! ! l . I ' I I ' I l ~-7 1--!--t--+--------,-+--r--r-: .,_ ________________________ _,1 ______ ,,_ ---J ELEVATION HEADWALL DETAIL ~=_/4. • I:) • I ' . 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A ~ 9a• As /Ju11/f p /o-os Mot.; /959 . .... , : T=ZO.tl:J ,-' ___________ __:_ _________ ..J L -~/.4Z VENTURA COUNTY VISTA VERDE TRACT NO. 2 STREET IMPROVEMENTS Prepared by NEIL J, CUMMINS, CIVIL ENGNEER 0 xnord, Coli f orn io I"• 40'HORIZONTAL SCALE 1"•4° VERTICAL JUN!e jOII\A APPROVED ,f"E-pz: /Z 1958 ~A~/4'1/J1. COUNTY~ ,.·., ... 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I It I • I'" l "t tq 1 11 -,t'r ,, · :t l:tt+rtlH i tJ ~1 : 1, tF [· I I ., .. ,;: l e •1 'ttt lr 402 , , -foppecl he Nofe: All ,,,.,fol ~urloc~s le/ow., '!round sl,oll .be l';o-tec+•d wi"fJ, f-wo ,:,oo+. o-f" as~/,olf: Hyrlrqn-f l"/$er sl,o// l,e c/t!'tln~cf and f'Oin-ka' wit}, one c.o.,f or HI"· red leod ond -1-wo Goofs o-f ~lfowt~/ I 6 "sfcl. sf-I pipe I cloul,/e d,-,,p•d ontl wr~•d witJ ospJ.olf \ ( t a,J>•sfu ,F./1: eo,u.re-1-e -fl,n,sl-I,. L --- ELEVATION J;,lod ~.,,_ ... ",,.. ~,.JIB"•&,"" C::. I. Srd. -ree T"0,11,Ped 1,",/e ou-f/e-f- TYPICAL FIRE HYDRANT N o !;c ole ~E,.islinr e· pipe I ' / 11.s-fo I/ 8 '' 9a~ .,o/.-e.. I ;,,s--fo/1 31B--, ot' e· I <1s hesf-os ce,_f pips /0' 3' /..of lb !11s+ol/ Z4t' o.f 8" osh•s-fos ce meHr pi,11e. Lof 13 L o-1 l'2... lnsfoll 24,f' of tY' os ksfr>s C. >P1 .,,f plpt! /11s-l-t2II 993' o-f 6 ~ os~s-h,s c•••"f-pi,,_e. D 0-R-OT IIY ;,,s-foll 993 ' al' 6 ,, os.hes+os ce,,,.,,f pipe. 9'1..$' of 8" c.,.,.,,f pi~. ,----- 1 I I PLAN Lo-f23 Lor 2A /..of88 Lo-f-8'1 • T Y PI ~-r.'« Jt T E 'R ::SS £1R ·V I C E Ho Sc <1/e 0 /17s-fo// 242 ' -,,t' ~,.. 0s01S¼ c,,,,,,,f ,111,,,_ A¥ENU- ;,,sfall 24'1' of" 6" OS'#t!Sih>'$ Cl?M~,l'J"f ,P/,Pt! • --;.-.l!l:::=~==========~~~ii='-=-===========~======'.:::-::-:::'.j~~H=======!:zZ!:!:===:-:-:=-=-=;....,____ ___ ~ lnsfal/ 8'1f!f'1r8" p/"'1fed I-•• N p L A Sc o le I" -100 ,. N 11,s+o II ~,, ¥ (, 'x B ''' )'lc.t99~ +ee L E G E N D • /nsfall ~/re hydrant JI, In sfol/ 6" 901-e vo/y• o lnsf-ol/ 8" 90-I-• valY• M1cRoF1LMED Co SPECIFICATIONS FOR WATER DISTRIBUTION SYSTEM I. .,., aft1tria Is ,ff/ _,,,aft1tria Is are h PB ap,11ro vscl "r tlte. C.,vn-h/ /.;,sp-c-l,,r ,,,,,,,,,.. f-o 1,rsiollal-ion . Pipe-A&b•sfos Ce,nen-f-Clau~/SO 1/alves -/,-o,. .bodr, -.hro117e -f-r/i,,,,rsd', ''rfv;d-ril-e ', 110n r i sin;, -s+em «Ji"/1/ Z. ;,,c,1, .S<y<./are opsr.u l-1n.1 ,-wf: S"peciols -Cas+ iron -clar.s /SO eKc•p./ os .s-J,11...,n. fo/vB 80,res -A I ho,., J,n:7 Cof. N, 8 -3004 or •'1r,,t1/. F i ,• l-ly tlr,urf -AlVWA ;,.,,,.,.,.~d -ry,l"e., Nfue//er Alo A. .Z.,f. 0/'7 .,, ~,;-t1/ S1n'1/e .s_erriae Pipe -,,, douJ,/e B-f-rt1p serYlc-e cl11,.,p, 3/-f i11c.H «oreort1-hon S"TO,'!', ,;,,, copper p,pe, ¾ .. 9 oose Nec..Jt. , 1/4' 1:11 a fer Meier sf-op. Oou 6/e Service P;pe -o'oe16/e s~rDp s-er1dGe clo-~I.. / ¼ IIICA a,r,:orof-ion si-op, 1Y-,~ copper p,j,e, ;f4"'.,. 3/-,* .x """' 1-ee , .1/+" 'loose -us , 3/..,-' <uo+er ,we~ sf-op,. Corporol,;,,., S'-1-ops -.I-/SZ,0 or -?vol Co,11 ;oer Serrice P;.l'e. -J-/4,f.9 or -J~t?I. W of-er-,rte-fer sf.ps --,+tu/ler II -l~z.~.r or_87,_,,,;,/. --- z. 111 sf-a II o I ion Pipe +,:, hav& mi11i;pf(,lw, cover o-f JO incites. Pip• -7'> J,e /old on ,&/rm ,f-,-e,,ch. Jo i11+s -s-l-a11clord as be, l,,.s c.•-•,,f cov,/,",,ys . b'se -or/,,,y Jo,,,;s or 'F/vlcl--fife"-fo aonnec.r special,_ Tl,r,:;s+ Jloc.J:s -fr> /,e 110.,,-ed a'!o;,.rf .61• -french of-loca-fioAS sAOcu'1 • n ,!Ire ,e,/011.s Q -f-fees ; q,-,d clfo,ryes o/ ,:/;,ec-f,,"-, . Mo,;,,,.,,.., o,n,..,,,-f ,,/ co11cref. per /Jr".rf j,/~ -3 c,ql,/c ./',:-el. Cl,1,,,-;,,o./-i•w-O,re ht?ncl-/411 "'r #Tl/ ploGdc/ in -eh /l!"nf"1'1t of pipe o.r /r;;d. res+in'1 -A-F-/-t:r 1irs-follof,,,,., Js c•-1"/e~ -/1,e srsk,1r1 sho/l be k~ ~ /%~ p.s.,. ;,, o,... oppr1111eil n-Klnne,; Boe-c./"ill .fo J• com,t:?d.d -fo 95°" ~oJf.iMv,.., cle,rs/fy CJ.hr/·,-.,c-./-lons--,he Conrr•t:.7llr &ho// ,e IY'.J','UWSlble ..,,<;,-cl,ec,c;.," ./or lhlC!er ,,,,..._,,,:( ol,sr,-,:;c..-1,,o,,$ avfsia'e. rrocr 6f>(,ll1(T,y. Valve l>o,c,rs TD J,,r od_iv.rf«I ~ ,ynu:le Q.,Crer ,011v•-e11-I /.s ;,., P.loc.e.. Wal-er ;ner-1-er .r/-op,s _r/?qll l1t~ .ss-f 9" z:: z.• l,e/o..., -fop .,.j: c.url, J -,roJe . .3. Pay lr'lt!,,., Poy_e,,-f-S>!q// b~ ,~.sdd' o" /~,,.,,P ,.r~,.., -,t;,,-"he ss,-s~-_ . . co,...pl•k .,,, occordo,,~ eu/#, #, es~ ,1/011.s o;rd 3J"•c1 .f,caf.,o,,.J'. ,o,,,, __ f -1-o l,e ,.,ode ., f'kr ,.,.J>fe-.l,_o.r "-n accep-/r=' .,:,, wri~iwy o,--thr eo~,,13/ or Wof,, P,.s-/,;c-f offic•r. As bui/r ,,oloos Mot; /95::J VENTURA COUNTY VISTA VERDE TRACT NO. 2 WATER DISTRIBUTION SYSTEM Prepared by NEIL J. CUMMINS, CIVIL ENGINEER Oxnard, Co II forni o I-S_CALE __ A_S_S_H_O_W_N _________ .,;J;.:U;.:N...;E::........;l;.:9;.:58;.:... __ 1 AP-PROVED S€PT. /-Z I 958 co:tfv ·i(;R:/v► IN II SHEETS SHEET N0 .10 34821 403 X • I I I L • _l,1;1sl-o// 2" pion-I-mlK :rurt'"oc in9 ,bef-w een ,2.Jf~ h••tl•r ono' W,d- <!il<tJ Se M e n-f-o Hr 20 ' l-----------------------=-t----------------------------1q/ t It "' ,,,.., JO' • Jl-----------~-~-----------+-----------..:.....:C-----------~, ' '3' 1' s-· r· z.· ,, I: xisfin9 2•4 w.dl he<>der DETAIL OF CHANN&L /+'Z.a.1/ l:.C. .,. -L~ )(isl: ~ur-fuc e. z_::!' cf--ef-- /i,s-loll 2" ,10,,,-/ ,,,l.r sur-/oc.ln9 b•t-1e1cen z,, 4 ll•a,der o,,(/ (IC)e# ~~se.menr--//ne_. •,f ,bors S'c<>l el"-2' No-I-es: /. f'-f-• ./7•.w ;,, ,;r a1td e~ev.o l,ons ore riven . c,n 1:-e11+.r c:,,/c/ +lo.u l,,.s o.f d;kJ, .,,,d ,,pe-. Z-. 1/,e. C.o,-,-h-au+or s,ho// de liver f.te re••rdd s_~c:l-;on o.P C A,f P ,4rch -1-r, -/1,e Coun+-y Road _ /Y{oi1t-fe """'c• Yard in 9..o_ad c.w d,f-/4,,,, ·'- 3. All d•irls .rho// J,e. &'1sposed o-f ol-f sire. ELE-VArlOAI SECTION 4. LJ:Js .A-,,rks Avenue ir a S---lj--hf: fli9kurt:rt(- A Ill tg.__,-J: _ ri'Ji-l'I,;,, file R/"1 i,r -1-i!J =-.i£.- '1o,,--e In a-=ore,&nc e__ '4.li#, ~ cono'if-✓ons 9/ve,r o,r EAc_r11,chn1,,rl-PerMII-A;i. z rZ.o. 71 DETAIL 1 A 1 -NORTH HEADWALL Q CDP'f of q,J,it:lt i& on .file In fh• "IVn,rn En~,n••n o,<-/,c.-.. 5"c Q /., 1/4 ., • I ' -o '' N PLAAI --------------- --------- _---.~£~ choAn-/ io be e )( Tt!J' /'I Cl ~a ----------. -------' N~: 1Z,i11/rorctfl Hffodeuall and s17/osh wo//s wifl? ,,,.,,,_ oars hor1)onh,/ I v•rficQ f t.,Pot:.i11r ~ Z, '-o~ Bors lo /Je Z' c./e,ar rt> P«,k. of w a I Is , End b,:, r s 2 " .;::n:,,r1 -I,,, p, boffl1r1 ancl ena!. ,:,~ a1alls: .i )( /S" e,,,,c. pipe /4,s-f-q// ✓z· k3" 20.r cJ,.,,.,,,,,./ wir,I, z.-~•• t;• o,.cAlor ,J,o/fs ,:,/ d't>Gh ,rh(/ ~, 10' Z+3'1. 71 ~ X 1sf-in 9' ,r fr~t:.r~r~ and co n.s-fru c+ heod ond s17losh ~alls per Pe-fol/ '8~ 2.0' p L A I" -Zo' DETAIL 1 8 1 -SOUTH HEAOWALL ( § PLA\HWALL \j ~ ~ " ,,,.,l {f; b... II-. ·! -~ u ~ t ,) .,, I"' -~ ,)< ' ~ • l'I ·o i? ,.,, 'i., . ai--i., "' ~+z.0.11 2 +39.71 DETAIL •c: Seq le 1"-I~' M1cRoF1LMEo Co I i ~ i, ~ z.o' z.o' J,:,;,. e x /.ft'n7' z. •-, h•qd•r: ,lle,,,ove ,;;,xisf. pla,.f mix surloc.i"9' J,,.,..fween S¼. 2 r-2-0, 71 f S+o 2., 39.7I J,,s-/r:,1/ 2 ''plan-I-mix c honn•I sur+oc,ny_ worp•d -rr, mc•f-pipe (,_ channel Qt" Slo 2rZo.7I Apply approved ~eed _',':ii/er. l!ai.r.s zx~ hBtXlers +-t, /,ti'?/,,'-o,,C 3'-<>"obove ~low line @ heod wall. Consf-ru.:.-/--ll•od'wo// per Pel-qi/ :4' N /l,r,,,.ove <21<,/s-/-i"'l' pipe and /nshl/ /ZO .f'f erf 'JG'x S-8" C.M.P. Arch /£7ayrs and r,.,p/oce pave,..,•n+. N Prepared by NEIL J. CUMMINS, CIVIL ENGINEER Oxnard, California VENTURA COUNTY VISTA VERDE TRACT NO. 2 DRAINAGE STRUCTURES AT LOS ANGELES AVENUE SCALE AS SHOWN JUNE 1958 APPROVED _ SE'P;f;/Z ___ ~958 IN II SHEETS ~-,,tf_ ~-SHEET NO. II COUNTY SURV~ ■' 34822 404 3/oie;; I ~"Rod,vs • ~ ~ ~-1'b /'2 • lo ' I 'I-: ~ ~ --~4-----.C......."-'----------'------'/.~--,.j~ 15" Pa//emenf w1dfh to tllis po1n-/- ;{z" ~ 1' Rod/11s ,...._ ~ ~ ~ " I),. " ¾' Radius D " " <3 ,i . ,. " ,d 4 ·4 ' ,, " ,Q <3 "" 4 <I 4 4 4 ,, "" e ' DETAIL OF INrE&IZAL CoNOeETE CVl2B AND 6VTTEl2 No Scale. ~-~•~1v5 " /) d ,/l 4 ,/l 4 4 "' " ,, " Q " D <I " ,, • 1 /"Rodiu5 ;/ • (b ' . / / //// // 1/, u"L :-< "' ' t\ d -- z· 5 " Construct In-reqra/ curb f 9vHer Where .shown em pion. O' /0' 10' (i,. I , "'-f'/anl mix driveway i-ne U,' to I _,L--- .511:,r~-----r.,- I I I I _L I I I . /"CF ·.4 :A 1 /),e/VEWAY ~EvArlON No Scale Transifion pta11f Mix o,,-i.-ewqy " B' Tnmsifion l)ETAIL OF CONCR.ETE DRIVEWAY scale r -~· NOrE-' Orivewoys to ~ con.sl-rvcfeo' of locotion.s to be defermin&r by owner or l11s ~nr of-hine. of'" consfrucf/on. Each /of shall t:>e St!lrn~o' bf one dn"vecvay. 10' .5' IJ.Z5' -~. ·, '4 ... · ... -. · .... :j nl ' ll ' ' 'O z' .;sc,,/, ~ ,_ /' A.LI .s7',,./ If'~ k~ .. -1 TYPICAi. SECTION 11/o Scale. Per Wo-fer Oisf: ..Specs. lnJ('-11 6,(",.,. I'!,,.,.,,,,;, ; OETAI L OF 1-/EADWALL AT INLET / 01/TLET OF PIPE Ct/iVERT ACRaSS ROBERTS A\/E A.J'4CE NT ro .SP~IN6' ST. ,· 6," 9" OETAIL OF CONC'.eETE CVIZS r•---------~~·3•-'---------- /t'h.,_,i;.,. No Scale f /"i----~/.5,c__' __ _,_~----'l~-5~•-----ill-- Woodlloar rinish b . • . " 0 . • A L.. ne IJITAIL OF a:,,,/t:>IPErE CllOSSGVr-'15'2 /VoSOQ.ie --- 512.ZO HEADWALL -1 .FRONT ,· I ELEV. ~r~J- 11~ :..i_ DETAIL O.&" I-IEAPWALL 11 •"[ 1-1 Zl5./ . ., ll •· · AT INLET O.F PIPE CUL VERT e,,.. z•-r .-."_·1_. i--z" cl, ACROSS L a.5 ANG'ELES AVE. f -~ PER STATE Or CALIF. Sl:4N~Q5 , ,_,;.J. l+.--i-' +-------..,.. /' ~ 2 ·-0· -1 ENO SECTION ) i ) \ 3S-014 o' ~ -~ 7' '-I z' s' .s' z' --·r z "x 4 " w, Header ' ~ t," I f t,; ~ \) ~ ..... ·4 .• -. . c ' P/anf Mix: DErAIL OF CI-IANNEL $TA. Ori$ ~ .STA. lrN.71 No.SCALE 'i:/r,-,1/,,.. Wit:'/# _;P-',,Ptl' ,IP ,,_i'✓$✓-a'/,/,:-,( .fp f',.--,,k ;IP .,,.,,,,,,,,_,,,,,_ o-1' ,,, e-,r,.,,~ -,<., ~,,.,s.J ,,,:/ ~,,,.I',;:, o .,c' rc-,,'-y -.'c ,J,4 ,,,..,,,,..,.,.,,.,.,/ \. No#,' 7'"»,-J a",--/4,/ 7'-'1,f',...-o/ ;,i, -?t"1,/1Wd// 4-,I e,p-,1/,/ e,./' ,P~.-c'v/v,,t' {JC.l'tt>SJ .L..o.f ,,t;,.,./.,1/4>.s ,4,11!' wdA ~A, ,4//~,.,,f /h "' t¥', 17., .. " .,t,. ,1),,., 'S /. ~,,,,A~ o-1" =-,// • .!f '...e," t?.f .sA,,,.,,,., e,,-, "'"'"" ✓ ,IV.. ., 2. ~,r'<!"' ..S ✓Z, .?'' .s,1,,/ 7 rROM THE OFFICE OF MAGNESS ,I SCHWARTZ SI/BOlll'IS/ON E"NISINEERING 2018 E. MAIN sr. VENrVRA, CA£IF. 3' \) -t '-I ;.. I: ! U) ~ Pt.ANS PREfflREO BY ~ (J ~~ RE61-SrERED c,wd/ENtllNEE,ll. 8?SB. VENTVl2A COVNTY CALIF. 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G:.,-;:,. .. ,.. ... .... .,. ~ J,.- " ~ /ZO• 3'. • ~ ~ i I ~ I 0 ..... 0. 410 411 412 413 414 415 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project        Appendix E: Ventura County APCD Rule 55, Fugitive Dust 416 August 12, 2008 Page 1 of 5 Ventura County Air Pollution Control District COMPLIANCE ASSISTANCE ADVISORY Ventura County APCD Rule 55, Fugitive Dust On June 8, 2008, the Ventura County Air Pollution Control Board adopted Rule 55, Fugitive Dust. Rule 55 was adopted to comply with a state law that requires local air districts with air quality levels exceeding the state’s particulate matter (PM) standards to adopt control measures to reduce PM air pollution. Ventura County exceeds the state’s air quality standards for PM. The adverse health impacts from PM air pollution include asthma and other lung diseases, heart disease, and premature death. Ventura County APCD staff estimates that Rule 55 will reduce PM air pollution by 6 tons per day. Rule 55 becomes effective on October 8, 2008. Rule 55 applies to any disturbed surface area, or man-made condition capable of generating fugitive dust, including bulk material handling, earth-moving, construction, demolition, storage piles, unpaved roads, track-out, or off-field agricultural operations. In summary, the key provisions of Rule 55 are as follows: 1) Visible dust from an applicable source is prohibited or limited; 2) Measures must be taken to reduce or prevent track-out onto paved public roadways from an applicable source; 3) Track-out must be removed from roadways; 4) Visible dust exceeding 100 feet in length from earth-moving activities is prohibited; 5) Bulk material handling facilities with a monthly import or export of 2,150 cubic yards or more of bulk material must take measures to reduce or prevent track-out onto a paved public road, and; 6) Outbound trucks with bulk materials or soil must either be tarpped, have a 6 inch freeboard below the rim of the truck bed or be wetted or treated to minimize the loss of material to wind or spillage. A more detailed summary of Rule 55 is attached. Copies of Rule 55 may be obtained at www.vcapcd.org under Rule Development (Current Rules and Regulations). For additional information on Rule 55, contact air pollution engineer Stan Cowen at 805/645-1408. 417 August 12, 2008 Page 2 of 5 Ventura County APCD Rule 55, Fugitive Dust Summary of Rule Requirements1 Effective October 8, 2008 General Requirements – All Fugitive Dust Sources Visible Dust Beyond the Property Line: No one shall cause or allow fugitive dust from any applicable source beyond the midpoint (width) of a public street or road adjacent to the property line of the emission source or beyond 50 feet from the property line if there is not an adjacent public street or road. Opacity: No one shall cause or allow fugitive dust from any applicable source that equals or exceeds 20 percent opacity for 3 minutes or more in any one hour. Track-Out: No person shall allow track-out to extend 25 feet or more in length unless one of the following control measures is used: ü Track-Out Area Improvement: Pave or apply chemical stabilization to maintain a stabilized surface starting from the point of intersection with the public paved surface, and extend for a distance of at least 100 feet with a width to accommodate traffic ingress and egress from the site. ü Track-Out Prevention: Check and clean the undercarriage and wheels on all vehicles before leaving unpaved surface or install a track-out control device(s) that prevents track-out of soil onto paved public roads. ü Track-Out Removal: Remove track-out from pavement as soon as possible but no later than one hour after it has been deposited on the road. If a street sweeper is used to remove any track-out, only “PM10-efficient” street sweepers certified to meet South Coast AQMD Rule 1186 requirements shall be used. The make, model information and certification documentation of any sweeper used shall be made available to APCD personnel upon request. All track-out shall be removed at the conclusion of each workday or evening shift. The use of blowers for removal of track-out is prohibited. Specific Activity Requirements Earth-Moving: No person shall engage in earth-moving activities in a manner that creates visible dust emissions over 100 feet in length. Bulk Material Handling Facilities Track-Out Prevention: No person shall conduct an operation with a monthly import or export of 2,150 cubic yards or more of bulk material without 1 This is a summary of the Rule requirements. Refer to Rule 55, Fugitive Dust, for specific requirements. 418 August 12, 2008 Page 3 of 5 utilizing at least one of the following measures at each vehicle egress from the site to a public paved road: ü Install a pad consisting of washed gravel (one inch minimum size) maintained in a clean condition to a depth of at least six inches and extending at least 30 feet wide and at least 50 feet long. ü Pave the surface at least 100 feet long and at least 20 feet wide. ü Utilize a wheel shaker/wheel spreading device, also known as a rumble grate, consisting of raised dividers (rails, pipe, or grates) at least 24 feet long and sufficient width to allow all wheels of vehicle traffic to travel over grate to remove bulk material from tires and vehicle undercarriages before vehicles exit the site. ü Install and utilize a wheel washing system to remove bulk material from tires and vehicle undercarriages before vehicles exit the site. ü Any other control measure or device that prevents track-out onto public paved roads. Truck Hauling: No person, including the facility or site operator, shall load or allow the loading of bulk materials or soil onto outbound trucks unless at least one of the following dust prevention measures is used: ü Use properly secured tarps or covering that covers the entire surface area of the load or use a container-type enclosure. ü Maintain a minimum of 6 inches of freeboard below the rim of the truck bed where the load touches the sides of the cargo area and insure that the peak of the load does not extend above any part of the upper edge of the cargo area. ü Water or treat the bulk material to minimize the loss of material to wind or spillage. ü Any other effective dust prevention control measures. Exemptions Rule 55 does not apply to the following (this is a partial list - refer to Rule 55, Section D): ü On-field agricultural operations. ü Weed abatement operations provided that: (1) Mowing, cutting or other process is used which maintains weed stubble at least three inches above the soil, or (2) Any disking or similar operation where effective dust control measures are used. ü Unpaved service roads, with a daily traffic volume of 20 vehicle trips or fewer, used by public agencies for inspection of infrastructure. 419 August 12, 2008 Page 4 of 5 ü Motion picture, television, or video production activities when dust emissions are required for visual effects. The APCD must receive notification in writing at least 72 hours in advance of any such activity and no nuisance results from such activity. ü Any paved road unless it has track-out or any publicly-owned unpaved road. ü The disturbance (i.e., disking, ripping, or scraping) of spreading ground lands in preparation for percolative groundwater recharge. Frequently Traveled Private Unpaved Roads: The Visible Dust and Opacity requirements do not apply to dust from frequently traveled (more than 20 vehicles per day passing in either direction) unpaved roads if the road is covered with a low silt content material such as recycled road base or gravel to a minimum of four inches or implements all of the following control measures: ü Control Speed: Control speed to 15 miles per hour (mph) or less on unpaved roads through worker notification, signage, and any other necessary means. ü Restrict Access: Restrict access to private unpaved roads used by the public either through signage or physical access restrictions. ü Road Treatments: Treat unpaved and uncovered frequently traveled roads with water, mulch, or a non-toxic chemical dust suppressant that complies with all applicable air and water quality government standards. If treated, roads shall be treated in a manner that will avoid the sticking of mud to tires that will be carried onto paved public roads. Lightly Traveled Unpaved Private Road Conditional Exemption: The Visible Dust and Opacity requirements do not apply to dust from lightly traveled unpaved roads if the operator implements both of the following control measures: ü Control Speed: Control speed to 15 mph or less on unpaved roads through worker notification, signage, and any other necessary means. ü Restrict Access: Restrict access to private unpaved roads currently used by the public either through signage or physical access restrictions. Storage Pile Conditional Exemption: The Visible Dust and Opacity requirements do not apply to dust from storage piles if the operator has implemented at least one of the following control measures: ü Wind Sheltering: Enclose material in a three or four sided barrier equal to the height of the material. ü Watering: Apply water at a sufficient quantity and frequency to prevent dust. ü Chemical Stabilization: Apply a non-toxic dust suppressant at a sufficiently to prevent wind driven dust. 420 August 12, 2008 Page 5 of 5 ü Covering: Install and anchor tarps, plastic, or other material to prevent wind driven dust. High Wind Exemption: The Visible Dust, Opacity and Earth-Moving requirements do not apply to dust when on-site wind speed exceeds 25 mph for at least 5 minutes in any one hour provided: ü Applicable control measures outlined in Table 1 (of the Rule) have been implemented, and ü Daily records of specific dust control measures have been maintained. Track-out Exemption: The Track-Out requirements do not apply to on-road vehicles (trucks and passenger vehicles) associated with agricultural operations that have caused track-out due to excessively muddy conditions resulting from rainfall. Recordkeeping Requirements Consult Rule 55 for specific recordkeeping requirements 421 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project      Appendix F: City of Moorpark Encroachment Permit Application and Standard Conditions 422 CITY OF MOORPARK PUBLIC WORKS DEPARTMENT | 799 Moorpark Avenue, Moorpark, California 93021 Phone Number (805) 517-6256 | Fax (805) 532-2555 | moorpark@moorparkca.gov ENCROACHMENT PERMIT APPLICATION Encroachment Application: The undersigned hereby applies for permission to encroach on the following described City Right of Way or other property: __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ Purpose and Project Description: __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ __________________________________________________________________________________ Start Date: ________________________________ Duration: _______________________________ Work to be Completed By: ___________________________________________________________ The permit may be revoked by City at any time. In consideration for issuance of the permit based on this application, I agree, and by use hereof, my agents, employees, contractors and invitees agree to be bound by all of the provisions of California Vehicle Code Sections 35780, 35782: Chapter 12.04 of the City of Moorpark Municipal Code; and the Standard Conditions and any special conditions attached to the permit upon issuance, including the indemnity, insurance and duty to defend conditions attached hereto. Applicant: _______________________________ Address: _________________________________ City: ____________________ Zip: ___________ Phone: ___________________________________ Email Address: _______________________________ Business Registration #: _______________ State License #: _______________________ State License Expiration Date: __________________ Signature: ______________________________________ Date: _____________________________ Encroachment Approval: Permission is hereby granted to perform the activities described above and as may be attached hereto, subject to the Standard and Special Conditions attached to this Encroachment Permit and all City Ordinances, Resolutions, Standards and Specifications currently in force. Execution below shall confirm that Applicant/Permittee has received and reviewed the Standard and Special Conditions, understands the same and agrees to comply with and be bound thereby. Approved by: ____________________________ Signature: ________________ Date: ___________ Traffic Control/Lane Drop is is not required. Sidewalk Closure is is not required. Issuance Fee: ______________ Permit/Inspection Fee: _______ Total: _____________________ Trust Fund Deposit: ________ Bond: ___________________ Certificate of Insurance: _____ Franchise:________________ Permit Final: _____________ No: ______ Date: _____ 423 CITY OF MOORPARK STANDARD ENCROACHMENT PERMIT CONDITIONS Pursuant to Moorpark Municipal Code (Code) Section 1.04.150, Excerpts from Chapter 12.04 of the Code, and City Engineer / Public Works Director Requirements. PUBLIC SAFETY MEASURES: 1.In the conduct of the encroachment work, supplies and excavated materials shall be properly placed and the Permittee shall provide and maintain such safety devices including but not limited to lights, barricades, signs, and guards as are necessary to protect the public. Any omission on the part of the City Engineer to specify in the permit what safety devices shall be provided by or preventive action required of the Permittee shall not excuse the Permittee from complying with all laws, regulations and ordinances relating to the protection of persons or property under the circumstances. If the City Engineer finds that suitable safeguards are not being provided, he may provide, maintain, and relocate such safety devices or take such action as is deemed necessary, charging the Permittee in accordance with the schedule of charges as adopted by the City Council. 2.A Permittee making any excavation or leaving any obstruction which could be a hazard to persons using the right of way shall provide and maintain warning lights far enough away from the excavation or obstruction to give adequate warning to such persons, and at not more than fifty (50) foot intervals along the excavation or obstruction, from one-half (1/2) hour before sunset of each day to one-half (1/2) hour after sunrise the next day, until the work is completed and the right of way made safe for use. 3.All safety devices shall conform to the requirements of the Manual of Traffic Control Devices, and the California Vehicle Code, so far as such laws, regulations and manuals are applicable. CLEANUP, BACKFILLING AND COMPACTION CODE CONDITIONS: 4.Restoration of Right-Of-Way - Upon completion of the encroachment work authorized by a permit, the Permittee shall restore the right of way, including bridges and any other structure thereon, by replacing, repairing, or rebuilding it in accordance with the specifications or any special requirement but not less than to its original condition before the encroachment work was commenced. The Permittee shall remove all obstructions, materials, and debris upon the right of way and shall do any other work necessary to restore the right of way to a safe and usable condition, as directed by the City Engineer. Where excavation occurs within areas already paved, the City Engineer may require temporary paving to be installed within twenty-four (24) hours after the excavated area is backfilled. In the event that the Permittee fails to act promptly to restore the right of way as provided herein, or should the nature of any damage to the right of way require restoration before the Permittee can be notified or can respond to notification, the City Engineer may, at his option, make the necessary restoration. The Permittee shall reimburse the City in accordance with the schedule of charges as adopted by the City Council. 5.Cleanup After Completion - Immediately after completion of the work, the Permittee shall cleanup and remove all digalert marks, materials, earth and debris of any kind. If the Permittee fails within 24 hours after having been notified to do so by the City Engineer, the work may be done by the City Engineer and the Permittee charged in accordance with the schedule of charges adopted by the City Council. When a pole, guy-stub or similar timber is removed and not replaced, the entire length thereof shall be removed from the ground and the hole backfilled and compacted. 6.Backfilling and Compaction - Backfilling and compaction of an excavation shall be in accordance with standards established by the City Engineer and adopted by resolution of the City Council, both as to material and method. Backfilling shall commence with forty-eight (48) hours after work in a trench is completed. PROTECTION AND REPAIR OF EXISTING FACILITIES CODE CONDITION: 7.The Permittee shall support and protect all wires, cables, pipes, conduits, poles, and other apparatus, both aerial and underground, by a method satisfactory to the owner. The owner has the right to support or protect any of its facilities at the sole expense of the Permittee. In case of any said wires, cables, pipes, conduits, poles or apparatus should be damaged (and for this purpose, pipe coating or other encasement of devices are considered as part of the structure), they may be repaired by the owner at the expense of the Permittee, or, if authorized by the owner, may be repaired by the Permittee under the supervision of the owner. The expense of repairs to any damaged facilities shall be borne by the Permittee. TRAFFIC CONDITIONS: 8.Vehicular and pedestrian traffic on all streets shall be permitted to pass through the work area with as little inconvenience as possible, but at no time shall the roads be closed. 9.Flaggers shall be used on all streets where the traffic is restricted to less than two traffic lanes. 10.Maintaining of vehicular traffic through the work area shall conform to Standard Land Development Specifications Section 7-10 “Public Convenience and Safety”. (Green Book Section 7-10) 11.All improvements within the road right of way which include road signs, road striping, road symbols, etc., which were damaged removed, or obliterated as a result of the Permittees work shall be repaired and/or replaced. Repairs and replacements shall be equal to or better than the existing improvements and shall match them in finish and dimensions. 12.At the end of each work day, all roads shall be restored to two-way traffic. The road surface shall be brought to a smooth, even condition free of humps and depressions, satisfactory for use by the monitoring public. 13.Detours shall be in accordance with Caltrans Traffic Manual, Chapter 5, and shall be approved by the City Engineer. Applications, including plans, shall be submitted to the City Engineer three weeks before the anticipated date of the detour. Permittee shall continually maintain the permitted work, trenches, backfill, paving and all other road facilities affected by this permit. ADDITIONAL REQUIREMENTS: 14.All work authorized by this permit shall be performed in accordance with the conditions and requirements of the Municipal Code, Ventura County Code, Ventura Countywide Stormwater Quality Management Program (VSQMP), National Pollutant Discharge Elimination System (NPDES) permit CAS004002, and all State and Federal requirements, including those pertaining to the Clean Water Act. 424 15.CALL FOR INSPECTION PRIOR TO PLACING CONCRETE. 16.All Contractors and Subcontractors shall obtain City Business Registration Permit. 17.Protect in place all survey monuments. If any survey monuments will be affected by the work, a California licensed land surveyor or licensed civil engineer legally authorized to practice land surveying is required to re-establish the affected monuments, at the Permittee's expense, prior to work, and a corner record or record of survey shall be filed with County Surveyor (California Business & Professions Code Section 8771. 18.Dig Alert (Underground Service Alert, Dial 811) is to be called for proposed excavation, following the procedures in California Government Code beginning at §4216. A USA number must be obtained before the issuance of the City Permit. The work is not to be called in until the Permit is ready for issuance. All layout and utility markings are to be removed from concrete and decorative surfaces in order to finalize/close the permit. 19.Work hours are 9:00 AM to 3:00 PM, Monday through Friday unless shown otherwise on the approved permit. No work on City Holidays. Notify the City 24 hours in advance of the start of work and every day an inspection will be required at (805) 517-6362. A copy of the complete permit and attachments must be on site at all times. Solid waste must be handled by the City's exclusive franchise hauler, Waste Management, (805) 522-9400. No storage or stockpiling of material is to occur in the right of way. INDEMNIFICATION AND HOLD HARMLESS: 20.Permittee shall indemnify, defend, and hold harmless City, its officers, employees, and agents (Indemnitees) from any and all losses, costs, expenses, claims, liabilities, actions, or damages; including liability for injuries to any person or persons or damage to property arising at any time during and/or arising out of or in any way connected with Permittee's authorized activities under the terms of this permit unless solely caused by the gross negligence or willful misconduct of City, its officers, employees, or agents. 21.It is expressly understood and agreed between the parties to this Permit that this is an agreement and permit for access to and for certain events to occur or work to take place on City property. This Agreement and permit is not a construction contract or an agreement for design professional services, as those terms are defined or used under Title 12 of the California Civil Code (§§ 2772 et. seq.). 22.City does not and shall not waive any rights that it may have against Permittee by reason of this Section, because of the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Permit. The hold harmless and indemnification provisions shall apply regardless of whether or not said insurance policies are determined to be applicable to any losses, liabilities, damages, costs, and expenses described in this Section. INSURANCE: 23.Permittee shall maintain and provide commercial general liability insurance, with coverage at least as broad as Insurance Services Office for CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include coverage for contractual liability that has not been amended. Any endorsement restricting standard ISO "insured contract" language, will not be accepted. Any insurance proceeds available to Permittee in excess of the minimum limits and coverage set forth in this Permit, and which is applicable to a given loss or claim, shall be deemed by this Permit to be applicable to the City. A certificate of insurance evidencing this coverage shall be provided to the City prior to the start of any work under this Encroachment Permit. 24.The City is to be named as an additional insured with an endorsement in favor of the City. 25.Coverage provided by Permittee shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain, or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City before the City's own insurance, or self-insurance shall be called upon to protect it as a named insured. 26.A severability of interests provision must apply for all additional insureds, ensuring that Permittee's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross-liability exclusions. 27.None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved in writing. 28.If Permittee maintains higher limits than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by Permittee. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City. 29.Permittee must also maintain worker's compensation insurance as required by applicable laws. DUTY TO DEFEND: 30.As an express and material term of City's issuance of this Permit, Permittee agrees to defend, at its sole expense, the indemnitees from and against any and all claims arising out of or related to the permitted encroachment. Permittee's duty to defend shall apply immediately upon demand from the indemnitees for any injury or death to persons or damage to property occasioned by reason of or arising out of the acts or omissions of the City, its officers, employees and/or agents and the acts or omissions of Permittee, his/her/its agents, employees, contractors and subcontractors an/or any other person or entity performing work authorized by this permit. 31.In the event of any controversy, claim or dispute arising out of or relating to this Permit or the violation of any covenant contained herein, the prevailing party shall be entitled to receive from the losing party reasonable expenses, including attorney's fees and costs. December 2016 425 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project      Appendix G: Quality Assurance Program 426 CALIFORNIA STATE TRANSPORTATION AGENCY Gavin Newsom, Governor DEPARTMENT OF TRANSPORTATION DIVISION OF ENGINEERING SERVICES MATERIALS ENGINEERING TESTING SERVICES AND GEOTECHNICAL SERVICES INDEPENDENT ASSURANCE AND REFERENCE SAMPLE PROGRAM BRANCH TRANSPORTATION LABORATORY-MS 5 Flex your power! 5900 FOLSOM BLVD.Be energy efficient! SACRAMENTO, CA 95819-4612 Status: DATE:4/2/2020 Name of Agency:City of Moorpark Address:799 Moorpark Ave., Moorpark, California 93021 Telephone Number:(805) 517-6200 Fax:(805) 532-2555\ Name and Title of Sean Corrigan, RCE #39479, Exp. 12/31/2021 person In Charge:City Engineer/Public Work Director The document will be reviewed for compliance to California Department of Transportation, Quality Assurance (QAP) Manual for Use by Local Agencies (Jan. 20, 2011 revision) and Federal Highway Administration, 23 CFR 637. A. Document Reviewed ITEM NO. 1 2 3 B. Conditions of acceptance ITEM NO. 1 2 2.1 2.2 Material testing and sampling frequency table: see LAPM Exh. 16-R (also attached to this QAP) 2.3 Test Method (when use): CTM - only Caltrans certified laboratory & tester will perform Acceptance Testing (AT), a secondary Independent Assurance Program (IAP) is not required. 2.4 Test Method (when use): AASHTO/ASTM - qualified laboratory & tester to perform Acceptance Testing (AT) and a separate laboratory and tester with similar or higher qualification to perform Independent Assurance Program (IAP) must be hired through local agency and conform to Section 5 of QAP Manual, Rev. Jan 20, 2011 2.5 Project on NHS/SHS will conform to testing program per item B.2.3 and AASHTO where CTM is not available. 2.6 Agency will use certified private materials laboratory. Check https://sia.dot.ca.gov/ for most update certifications. 3 4 by Oversight Engineer and/or FHWA. C. Reviewed by Caltrans, METS/ORMT - 916.247.1911 CERTIFIED Independent Assurance Engineer DATE. CONDITIONS OF COMPLIANCE accepted as part of this QAP: This QAP is applicable to all projects on NHS, SHS, and non-NHS 4/2/2020 Provide a signed hard copy to District 7 area engineer and/or DLAE for archive. Seree Yenjai, PE. - seree.yenjai@dot.ca.gov This document(letter) shall be a part of QAP, to be attached to project construction document to be reviewed COMPLIANCE Document was reviewed and found to be in COMPLIANCE to our requirements DESCRIPTION DESCRIPTION City of Moorpark Quality Assurance Program (QAP) dated 03.05.2020 Local Assistance area engineer -Morris Zarbi, 213.897.2969 Quality Assurance Program REVIEW/ACCEPTANCE LETTER Caltrans Local Assistance District: District 7 427 CITY OF MOORPARK PUBLIC WORKS DEPARTMENT I 799 Moorpark Avenue, Moorpark, California 93021 Main City Phone Number (805) 517-6200 I Fax (805) 532-2555 I moorpark@moorparkca.gov QUALITY ASSURANCE PROGRAM March 5, 2020 The purpose of this Quality Assurance Program (QAP) is to provide material sampling and testing procedures to be used during construction of Federal-Aid highway projects off the National Highway System (NHS) and to provide assurance that the materials incorporated into the construction projects are in conformance with the contract specifications and standards. This program should be updated every five years or more frequent if there are changes of the testing frequencies or to the tests themselves. To accomplish this purpose, the following terms and definitions will be used: DEFINITION OF TERMS • Acceptance Testing (AT) -Sampling and testing, or inspection, to determine the degree of compliance with contract requirements. • Independent Assurance Program (IAP) -Verification that AT is being performed correctly by qualified testers and laboratories. • Quality Assurance Program (QAP) - A sampling and testing program that will provide assurance that the materials and workmanship incorporated into the construction project are in conformance with the contract specifications. The main elements of a QAP are the AT, and IAP. • Source Inspection -AT of manufactured and prefabricated materials at locations other than the job site, generally at the manufactured location. MATERIALS LABORATORY The City of Moorpark (City) will use a private consultant materials laboratory to perform AT on Federal-aid and other designated projects. The materials laboratory shall be under the responsible management of a California registered Engineer with experience in sampling, inspection and testing of construction materials. The Engineer shall certify the results of all tests performed by laboratory personnel under the Engineer's supervision. The materials laboratory shall contain certified test equipment capable of performing the tests conforming to the provisions of this QAP. The materials laboratory used shall provide documentation that the laboratory complies with the following procedures: 1. Correlation Testing Program -The materials laboratory shall be a participant in one or more of the following testing programs: a. AASHTO Materials Reference Laboratory (AMRL) b. Cement and Concrete Reference Laboratory (CCRL) c. Caltrans' Reference Samples Program (RSP) JANICE S. PAR VIN 'vlayor CHRIS ENEGREN Councilmember ROSEANN MIKOS, Ph.D. Councilmember DAVID POLLOCK Councilmember KENSI'v!ONS Councilmember 428 Quality Assurance Program March 5, 2020 Page 2 2. Certification of Personnel -The materials laboratory shall employ personnel who are certified by one or more of the following: 3. a. Caltrans District Materials Engineer b. Nationally recognized non-Caltrans organizations such as the American Concrete Institute, Asphalt, National Institute of Certification of Engineering Technologies, etc. c. Other recognized organizations approved by the State of California and/or Recognized by local governments or private associations. Laboratory and Testing Equipment -The materials laboratory shall only use laboratory and testing equipment that is in good working order. All such equipment shall be calibrated at least once each year. All testing equipment must be calibrated by impartial means using devices of accuracy traceable to the National Institute of Standards and Technology. A decal shall be firmly affixed to each piece of equipment showing the date of the last calibration. All testing equipment calibration decals shall be checked as part of the IAP. ACCEPTANCE TESTING (AT) AT will be performed by a materials laboratory certified to perform the required tests. The tests results will be used to ensure that all materials or products incorporated into the project are in compliance with the contract specifications and standards. Testing methods will be in accordance with the CT Methods or a national recognized standard (i.e., AASHTO, ASTM, etc.) as specified in the contract specifications. Sample locations and frequencies may be in accordance with the contract specifications. If not so specified in the contract specifications, samples shall be taken at the locations and frequencies as shown in Attachment 1 (Appendix D, "Acceptance Sampling and Testing Frequencies" of the Caltrans QAP Manual). INDEPENDENT ASSURANCE PROGRAM {IAP) IAP shall be provided by personnel from Caltrans, or consultant's certified materials laboratory. IAP will be used to verify that sampling and testing procedures are being performed properly and that all testing equipment is in good condition and properly calibrated. IAP personnel shall be certified in all required testing procedures, as part of IAP, and shall not be involved in any aspect of AT. IAP shall be performed on every type of materials test required for the project. Proficiency tests shall be performed on Sieve Analysis, Sand Equivalent, and Cleanness Value tests. All other types of IAP shall be witness tests. Poor correlation between acceptance tester's results and other test results may indicate probable deficiencies with the acceptance sampling and testing procedures. In cases of unresolved discrepancies, a complete review of AT shall be performed by IAP personnel, or an independent materials laboratory chosen by the City. IAP samples and tests are not to be used 429 Quality Assurance Program March 5, 2020 Page 3 for determining compliance with contract requirements. Compliance with contract requirements is determined only by AT. REPORTING ACCEPTANCE TESTING RESULTS The following are time periods for reporting material test results to the Resident Engineer: • When the aggregate is sampled at material plants, test results for Sieve Analysis, Sand Equivalent and Cleanness Value should be submitted to the Resident Engineer within 24 hours after sampling. • When materials are sampled at the job site, test results for compaction and maximum density should be submitted to the Resident Engineer within 24 hours after sampling. • When soils and aggregates are sampled at the job site: (1) Test results for Sieve Analysis, Sand Equivalent and Cleanness Value should be submitted to the Resident Engineer within 72 hours after sampling. (2) Test results for "R" Value and asphalt concrete extraction should be submitted to the Resident Engineer within 96 hours after sampling. When sampling products such as Portland Cement Concrete (PCC), cement-treated base (CTB), hot mix asphalt (HMA), and other such materials; the time of such sampling shall be varied with respect to the time of the day insofar as possible, in order to avoid a predictable sampling routine. The reporting of AT results, if not performed by the Resident Engineer's staff, shall be done on an expedited basis such as by fax or telephone. TESTING OF MANUFACTURED MATERIALS During the Design phase of the project, the Project Engineer may submit a "Source Inspection Request" see Attachment 2 (Exhibit 16-V of the LAPM) to the Agency, consultant, or Caltrans for inspection and testing of manufactured and prefabricated materials by their materials laboratory. A list of materials that can be typically accepted on the basis of certificates of compliance during construction is found in Attachment 3 (Appendix F of the QAP Manual). All certificates of compliance shall conform to the requirements of the contract specifications, for examples see Attachment 4 (Appendix J of the QAP Manual). Should the City request Caltrans to conduct the source inspection, and the request is accepted, all sampling, testing, and acceptance of manufactured and prefabricated materials will be performed by Caltrans' Office of Materials Engineering and Testing Services. For Federal-aid projects on the National Highway System (NHS), Caltrans will assist in certifying the materials laboratory, and the acceptance samplers and testers. For Federal-aid projects off the NHS, Caltrans may be able to assist in certifying the materials laboratory, and the acceptance samplers and testers. PROJECT CERTIFICATION Upon completion of a Federal-aid project, a "Materials Certificate" shall be completed by the Resident Engineer. The City shall include a "Materials Certificate" in the Report of Expenditures submitted to the Caltrans District Director, Attention: District Local Assistance 430 Quality Assurance Program March 5, 2020 Page4 Engineer. A copy of the "Materials Certificate" shall also be included in the City's construction records. The Resident Engineer in charge of the construction function for the City shall sign the certificate. All materials incorporated into the work which did not conform to specifications must be explained and justified on the "Materials Certification", including changes by virtue of contract change orders. See Attachment 5 for an example (Appendix K of the OAP Manual). RECORDS All material records of samples and tests, material releases and certificates of compliance for the construction project shall be incorporated into the Resident Engineer's project file. If a Federal-aid project: • The files shall be organized as described in Section 16.8 "Project Files" of the Local Assistance Procedures Manual. • It is recommended that the complete project file be available at a single location for inspection by Caltrans and Federal Highway Administration (FHWA) personnel. • The project files shall be available for at least three years following the date of final project voucher. • The use of a "Log Summary," as shown in Appendix H of the QAP Manual, facilitates reviews of material sampling and testing by Caltrans and FHWA, and assists the Resident Engineer in tracking the frequency of testing. When two or more projects are being furnished identical materials simultaneously from the same plant, it is not necessary to take separate samples or perform separate tests for each project; however, copies of the test reports are to be provided for each of the projects to complete the records. SPECIFICATIONS The City will use the following specifications for highway construction projects and contracts: • Standard Specifications for Public Works Construction (Green Book) • Caltrans Standard Specifications • Special Provisions developed for specific projects by the City (project specific) The City will assure that certified laboratories and consultants hired by the City to perform Acceptance Testing are familiar with the Project Specifications and Special Provisions. 431 APPROVED BY : NAME: TITLE: AGENCY : Attachments : Sean Corrigan City Engineer/Public Works Director City of Moorpark Quality Assurance Program March 5 , 2020 Page 5 C39479 Expires 12/31/2021 RCE No. and Expiration Date DATE: f fv1 A~ ~z_6 1) Appendix D from Caltrans QAP -Sampling and Testing Frequency 2) Exhibit 16-V from LAPM -Source Inspection Request 3) Appendix F from Caltran s OAP -Materials Accepted by Certificate of Compliance 4) Appendix J from Caltrans QAP -Example of Vendor's Certificate of Compliance 5) Appendix K from Caltrans OAP -Example of Material Certificates/Exceptions ... 432 N N Appendix D -Acceptance Sampling and Testing Freq ue ncies Note: lt may be des irable to samp le and store some mate r ials. If warra nted, testing can be pe rformed at a later date. Portland Cement (Hydraulic C ement) Materia ls to be Sample Size Sampling/resting Frequency Typic.al Test D escription or Comments Sampled or Tested Methods Cement/fly ash 8-lb. sample If possible, ta ke a least one sample per job, even if ASTM D75. Standard for sampling hydraulic cement or (Sampling o nly) the material is accepted based on a Certificate of C494 fly ash. Compliance. CT 125 AASHTO Tl27, M85, M295 Cement 8-lb. sample If tbe product is accepted based on a Certificate ASTM C 109 If testing appears warranted, fabricate six ('l'es tin g Only) or Compliance, testing is not requ ired. If the product CT 5 15 2-in. mortar cubes using the Portland (or is not accepted using a Certificate of Compliance. AASHTO hyd raulic cement). Test for compressive test at least once pe, job. Tl06 stn::nglh. Portland Cement Concrete (Hydraulic C ement Concrete) Materials to be Sample Size Sampling/resting Frequency Typical Test Description or Comments Sampled o r Tested Methods Aggregate for Hydrau-50-lb. s,unple Take one aggregate sample for each I 000 c u. yd. of ASTM D75 Sample aggregate from belt or hopper lie Cement Concrete PCC/HCC concrete. Test at least one sample per CT 125 (random basis). (Sampling & job. AAS IITO M6, Tes ting) T2, M80 Wate r Take a two-quart samp le ff t he water is clean with no record of chlorides or CT 405. CT If testing appears warranted, test for (S ampling & Tes tin g) us ing a clean plastic jug sul fates greater than 1%, no tc.;ting is required. If 422, chlorides and su lfates. (with lining) and sealed the water is dirty do not use it. Test only when the C T4 17 l id. Sample at the point chloride o r su lfates are suspected 10 be greater than AASHTO R23 of use . 1%. ,, t:::>O C -· "' < :: en· '< 15· ► :::, "' 0 V, ....., ~ b ~ n n "' (Tl - -0 > ..., V, 0"' (I~~- "' "' 3 :::, 0 0 ·(!) ?; ~ -<> :s:: (Tl "' 0 :::, ...., C -0 ::.o ~~ ..., 0.. c ~ "' (!) ... V> er 0 '< (!) r< 0 ~ O 0 ~-s! ► :J OJ a .::I "' n :::, (i;' 0.. "' -l ;;,:,@ (b -· < :::, vi. 5 · (b 110 0.. ....., )> "' ::? --;;; Ql ~ (") ::, N .o 3 '" CD 0 :, -_. ,m, \ 1 ' ~d 433 N w Appendix D ( continued) Portland Cement Concrete (Hy draulic Cement Co nc rete) -Continu ed Materials to be Sample Size Sampling/Testing Frequency Typical Test Sampled or Methods Tested Afr Entraining Take a one-quart sampl e If the product is accepted based o n a ASTMC233 Admixtures using a clean, lined Certificate of Complian ce, tes ting is not AASHTO M l 54, (Sampling & can or pl astic bottle, if required . T ake o ne sample per job. Prio r T l 57, C260 T esting) liquid. I f powder, take a to sampling , check with Caltrans (METS) 2.5 lb. sample. for acceptable brands and dosage rates. Water If liquid, take a 1-qt. l f the product is accepted based on a ASTM C494 Reducers or Set sample using a clean Certificate of Compli ance, no testi ng is AASHTO Ml94 Retarders p lastic can. l f powder, required. If not, test once per job. Prior to (Sampling & take a 2 .5 lb. sample. using this product, please check with Testing) Calt rans (MET S) for acceptable brands and dosage rates. Fres hly-Mixed Approx. 1501b. (or J cu. When tests are required, take at least one ASTM C \72, Concrete ft.) near mixer discharge. sample for each 500 to I 000 cu. yd. of C685 (Sampling) PC C/HCC. CT 539 AASHTO T l 41 , Ml57 Freshly -M ixed Approx. 150 lb/ (or 1 cu. On projects with 500 c u . yd., o r more, test ASTM C1 4 3 Concret e ft.) near mixer discharge. at least one sample per job. AASHT OTll9 (Testing) Freshly-Mixed Approx. 150 lb/ (o r 1 cu. On projects with 500 c u. yd., or more, test ASTM C360 C oncrete ft.) near mixer discharge at least o ne sam ple per j ob. C T 533 (Testing) Freshly-Mixed A pprox. 150 lb/(or I cu. O n projects with 500 cu. yd .. or more, test ASTM C231 C oncrete ft.) near mixer discharge at leas t one sample per job. CT504 (Testing) AASHTOT152 Freshly-Mixed Approx. 150 lb/ (or I cu. On project s with 500 cu. yd., or more, test ASTM Cl38 C oncrete ft.) near mixer discharge at least one sample per job. C T 51 8 (Testing) AASHT O T\21 Description of Comments ff testing appears warranted, test fo r s ul fates and c hlo rides Admixtures w ith s ulfates and chlorides greater t han I % should not be used. If testing a p pears warranted, test for sulfates and chlorides. Admi xtures with sul fates and chlorides great er than 1% s ho uld not he used. This describes a method to sample freshly-mixed concrete. This test detennines the slum p o f the freshly-mixed concrete. This test determines the ball penetration of the freshly-mixed concrete. This test determines the air content of freshly -mixed concrete (pressure method). This test d etermines the unit weight of fres hly mixed concrete. ,, ,00 ; <" =: ~- ~ 5· ►::, V, 0 V, ..., ~ b :::, () () "' ,,, - '"O > ..., V, 0"' (JO ;:;;· ..., -"' "' 3 ::, () ,-..s• 1o ~~ <':,,, -o !5 ..., s; ~ -0 o' f,; ..... 0. C :; "' (!> ,,, V, ~o ,,, r< 0 ~ () 0 "' "O -3 ;)>n, (11:· ::, ,,, - ::, "' ~-g_ V, -I :;o ;:.i (!> -· < ::, vi ' ~· (!> (JO 0. ._ "' :::, C: "' ~ Iv ~o Iv 0 r~\ \<~ 434 N ..,. Appen dix D (co ntin ued) Portland Cem e nt Concrete (H ydr a u li c C ement Con c r ete) -C ontinued Materials to be Sample Size Sampling(festing Frequency Sampled or Tested Freshl y-Mixed Ap prox. 150 lb/ (or I cu. ft.) Fabricate at least two concrete cylinders Concrete near mixer discharge per project. Test for compressive strength (Testing) at least once for each 500 to 1,000 cu. yd . of structural concrete. Freshly-M ixed Approximate ly 210 lb. of One sample set for every 500 to 1,000 cu. Concrete concrete are needed to yd. of concrete . {Test.ing) fabricate three concrete beams. Soil s and Aggregates Materials to be Sample Size Sampling(festing Frequency Sampled or Tested Aggregate One 50-l b . sample Take one sample for every 500 to 1.000 (Sampling) tons of materials. Test at least one sample per project. Take one sample for every 500 to 1,000 tons of materials. Test at least one Fine Aggre gates One 50-lb. sample sample per project. (Testing) Take one sample for every 500 to 1,000 Fine Aggregate One 50-l b. sample tons of materials. Test at least o ne (Testing) sample per project. Take one sample for every 500 to 1,000 Coarse Aggregate One 50-lb. sample tons of materials. Test at least one (Tes ting) sample per project. Typical Test Methods ASTM C3 9 C T 521 AASHTO T22 ASTM C78 CT3I AASHTOT97 & T23 Typical Test Methods ASTM D75 CT 125 AAS HTO T2 ASTM Cl28 CT 208 AASHTOT84 ASTM C l 28 CT207 AASHTO T84 CT206 Description or Comments This test is used to fabricate 6" x 12" concrete cylinders. Compressive strengths are determined , when needed. This test is used to detennine ihe nexural strength of simple concrete beams in third-po int loading Description or Comments This test describes the procedures to sample aggregate from the belt or hopper (ran dom basis). This test determines the apparent specific gravity of fine aggregates for bituminous mixes, cement treated bases and aggregate bases. This test determines the bulk specific gravity (SSD) and the absorption of material passing the No . 4 sieve. This test determines the cleanness of coarse aggregate. ,, DO s:: -· "' < == v,· q o· ►::, "' 0 "' .., ~ r § g .., "' n, - "O ► ... V> 0 "' (JO ;:;;· ...... "' "' 3 ::, .., .,...._ (1) ;:::) " ~Q ~::n "' <' (1) p;-o ::, ...., s:: -0 ~a ~ ~ ... 0-c:; VI n, n, V> CT C, '< n, r< 0 ~ .., 0 "' "C -3 ► (1) (Jc: -n, ~ ::, "' ~-g_ V> -, :::,:,;;i n, -· < ::, en· :;· n, (IQ 0- '-~ ] N _o N 0 ,w--~~ \ '' -. ~d 435 N V, Soils and Aggrega t.es • C ontinue d Materials to be Sample Size Sampled or Tested Coarse Aggre-One 50-lb. sample gate (Testing) Soils and One 50-lb. sample Aggregates (T estin g) Soils and One 50-l b. sample Aggregates (Testi ng) Soi ls and One SO-lb . sample Aggregates (Testin2) Soils and One 50-16 . sample Aggregates (Testing) Soils and One 50-16. sample Aggregates (Testing) Soils and O ne random location for Aggregates every 2 ,500 sq. ft. (Testin2) Soi ls and One random location for Aggregates every 2 ,500 sq . ft. (Testing) Appendix D ( continued) Sampling/Testing Frequency Typical Test Methods Take one sample for every 500 to 1,000 AST M C 127 tons of materials. Test at least one sample CT227 per project. AAS HTO T85 Take one sample for every 500 to 1,000 ASTM C !36 tons of materials. Test at least one sample CT 202 per project. AASHTOT27 Take one sample for every 500 to 1,000 AST M D2419 tons of materials. Test at least one sample CT2 17 per proiect. AASHTOTl76 Take one sample for every 500 to 1,000 ASTM Cll7 tons of materials. Test at least one sample AASHTOTII per project. Take one sample for every 500 to 1,000 ASTM D3744 tons of materials. Test at least one sample CT229 per project. AASHTO T210 Take one sample for every 500 to 1,000 ASTM D2844 tons of materials. Test at least one sample CT 301 per project. AAS HTO T 190 Take one sample for every 500 to 1,000 ASTM D2922 tons of materials. Test at least one sample CT23 1 per project. AASHTOT238 Take one sample for every 500 to 1,000 ASTM D3017 tons of materials. Test at least one sample CT231 per project. AASHTOT239 Description or Comments This test determines the s pecific g ravity and absorpti on of coarse aggregate (material retained on the No. 4 sieve). This test determines the gradation of soi ls and aggregates by sieve analysis. This test determines the Sand Equiva- lent of soil s and aggregates. This test determines the gradation for materials finer that the No. 200 sieve (by washing method). This test determi.nes the Durab ili ty Index of soils and a211:regates. This test determines the Resistance Value (R-) and expansion pressure of compacted materials. This test determines field densities using th e nuclear gage. This test determines the water content using the nuclear gage. ,, t] <. V, 5· ::, 0 ...., r 0 (") Ol ► v, "' ;;;· ~ ::, (") .,. 0 =l "' n, 0 ..., -0 ., 0 (") n, 0.. = ~ V, 0 (1) < n, 0 "O 3 (1) ::, Ol g_ -l ., Ol 5 · ::, (TO , .... ::-.... tW 436 N °' As phalt Binder Materials to be Samoled or Tested Asphalt Binder (Sampling) Asphalt Binder (Testing) Asphalt Binder (Testin g) Asphalt Binder (Testing) Asphalt Binder (Testing) Asphalt Binder (Testing) Asphalt Binder (Testing) Asphalt Binder (Testing) Sample Size One 0.5-gal. sample placed in a clean, sealed can . One 0.5-gal. sample placed in a clean , sealed can. One 0.5-gal. sample placed in a clean, sealed can. One 0.5-gal. sample placed in a clean, sealed can. One 0 .5-gal. sample p laced in a clean, sealed can. One 0.5-gal. sample p laced in a clean, sealed can. One 0.5-gal. sample placed in a clean, sealed can . One 0.5-gal. sample placed in a clean, sealed can . Appendix D (continued) Sampling/Testing Frequency Typical Test Methods Sample once per job at the asphalt CT 125 concrete plant. ASTM D 979 AASHTO T 168, T48 Sample once per job at the asphalt ASTM D92, D117 concrete plant. AASHTO T 48 Obtain one sample at the asphalt ASTM D28 72 & concrete plant for each 1,000 tons D92 of asphalt concrete p laced. CT346 AASHTO T240 &T48 Obtain one sample at the asphalt ASTMD2042 concrete plant for each 1,000 tons AASHTOT44 of asphalt concrete placed. Obtain one samp le at the asphalt ASTM D2171 concrete plant for each 1,000 tons AASHTO T202 of asphalt concrete placed. Obtain one sample at the asphalt ASTM D5 concrete plant for each .1,000 tons AASHTOT49 of asphalt conc rete placed. Obtain one sample at the asphalt ASTM DI 13 concrete plant for each l ,000 tons AASHTOT51 of asphalt concrete p laced. Obtain one sample at the asphalt ASTM D2170 concrete plant for each 1,000 tons AAS HTO T201 of asphalt concrete placed. Description or Comments This procedure describes the proper method to sample the asphalt binder. This test detem1ines the flash point of the asphalt binder (by Cleveland open cup). This test determines the rolling thin-ti Im oven test (RTFO). This test determines the sol ubility of asphalt material in trichloroethylene. This test determines the dynamic viscosity, (absolute viscosity of asphalt @ ·140 degrees F by th e Vacuum Capill ary Viscometer Poises). This test determines the penetration of bitu- minous material @ 77 degrees F and per- centage of original penetration from the residue. This test determines the ductility of asphalt @ 77 degrees F. This test determines the kinematic viscosity of asphalt @ 275 degrees F ( Centistoke ). ,, ,OC, ; <" =: vi' -:to· ►::, (/) 0 (/) ..., ~ b ~ (') (") "' C1> - -0 ► .., V> 0 (/) (TO vi ' ~ ~ 3::, (") ....... C1> o · ~~ _:=; 0 <::0 ~ 0 ::, ..., C "0 ~a 3' ~ .., 0.. c:'i (/) C1> C1> (/) er 0 '< C1> ,< 0 !!.. (") 0 "' "O -::i ► ;;; ao ::, C1> - ::i "' ~· g_ (/) --l ;,;:, i;l C1> -· < ::, vi' 5· C1> (IQ 0.. <-, "' :2 ] "' .o N 0 ,wr::,,.~ \,, i ~~ 437 N -.J Asphalt Bind er -Co ntinued Materia ls to be Sample Size Sampled or Tested Asphalt Binder One 0.5-gal. sample placed in (Testing) a c l ean, sealed can. One 0.5-gal. sample placed in Asphalt Binder a clean, sealed can. (Testing) Asphalt E muls ifi ed Materials to be Sample Size Samoled o r T ested Emulsified Asphalt One 0.5-gal. sample placed in (Sampling) a clean, sealed can. Emulsified Asphalt One 0.5-gal. sample placed in (T esting) a clean, sealed can. E mulsified Asphalt One 0.5-gal. sample placed in (Testing) a clean, sealed can. Emulsified Asphalt One 0.5-gal. sample placed in (Testing) a clean, sealed can. Emu lsified Asphalt One 0.5-gal. sample placed in (Testin g) a c lean, sealed can. Appendix D (continued) Sampling/Testing Frequency Typical Test Meth ods Obtain one samp le a t the asphalt ASTM D2171 concrete plant for each 1,000 AASHTO T202 tons of asphalt concrete placed. Obtain one sample at the asphalt ASTM D36 concrete plant for each 1,000 AASHTOT53 tons of asphalt concrete placed. S ampling/f esting Fre quency Typical Test Methods Obtain one sample at the asphalt ASTM D 140, concrete plant for each 1,000 tons D979 of asphalt concrete placed. CT 125 AASHTO T40. Tl68 Obtain one sample a t the asphalt ASTMD244 concrete plant for each l ,000 tons AASHTOT59 of asphalt concrete p laced. Obtain one sample at the asphalt ASTMD244 concrete plant for each 1,000 tons AASHTO T59 of asphalt concrete placed. Obtain one sample at !he asphalt AST M D244 concrete plant for each 1,000 tons AASHTOT59 of asphalt concrete placed. Obtain one sample at che asphalt ASTM D244 concrete plant for each ·1,000 tons CT 330 of AASHTOT59 asphalt concrete placed. Description o r Comments This test determines the dynamic viscosity. (absolute viscosity of asphalt @ 140 degrees F by the Vacuum Capillary Viscometer Poises). This test determines the soften ing point of asphalt. Description or Comm en ts This test descr ibes t he procedure to sample the emulsified asphalt. This test determines the sieve retention of emulsified asphalt. This test detennines the weight per gallon of emulsified asphalt. This test determines the penetration of the emulsified asphalt. This test determi nes the residue @ 325 degrees F evaporation of e mulsified asphalt. ,, .00 1;; <' ~ tn· Q i3' ►::, V, 0 V, ~- ~ b § 0 0 "" (1> - '"O ► .... V, 0 V, (/0 ;;;· i ~ 0 ,......_ (1> .0 . ~~ -o ~ (1> "" 0 ::, ..., C: '"O "" .... -0 a>~ .... Cl.. C !:; V, (1> (1> V, er 0 '< (1> r< 0 ~ 0 0 "" -0 ;~ (/0 ::, (1> - ::, "" ~-g_ V, ...., ;,., ;;:i (1> -· < ::, v,· =· (l)W-l Cl.. ._ "" ::, C: ~ Iv .o N 0 --~ (~) ~ 438 N 00 As pha lt E muls ified -Con t inued Materials to be Sample Size Sampled or Tested Emulsified Asphalt One 0.5 -gal. sample placed (resting) in a c lean, sealed can. Emulsified Asphalt One 0.5 -gal. sample placed (Testing) in a clean. sealed can. Hot Mix Asp halt (Asphalt Concrete)-Concrete Materials to be Sample Size Sam pled or Tested Obtain one 30-lb . sample each Asphalt Concrete day of production (Sampling) Asphalt Concrete 4 " x 8'' cores (Testing) Asphalt Concrete O btain one 30-lb. sample for (Testing) each day of production Asphalt Concrete 4" x 8" cores (Testing) Appendix D (continued) Samplingff esting F requency Typical Test Methods Obtain one sample at the asphalt ASTM D4402 concrete plant for each 1,000 tons AASHTOT201 of asphalt concrete placed. Obtain one sample at the asphalt ASTMD88 concrete plant for each 1,000 tons AASHTOT72 of asphalt concrete placed. Sampling/Testing Frequency Typical Test Methods Obtain one sample at the asphalt ASTM D75, D140, concrete plant for each 5,000 tons D979 of asphalt concrete placed . CT 125 AASHTO T 40, TI 68 Take. o ne 4" x 8" core for every 500 ASTM D I 188, ft of paved roadway. Dl560,Dl56I , D536J CT304 AASHTO T246, T247 ASTM DI 188, Obtain one sample for every five 01560, D1561 , cores taken. 05361 CT 304 AASHTO T246, T247 Obtain o ne sample for every five ASTM D2726, co re s taken . Dll88, D5 36 1 Description or Comments This test detennines the Brookfield viscosity. Th is test determines the Say bolt- Furci viscosity of emulsified asphalt @.l 77 degrees F (seconds). Description o r Comments This test describes the procedure to sample the aspha lt concrete. This test determines the fie ld density of street samples. This test determines the laboratory density and relative compaction of asphalt concrete. Th is test determines the specific gravity of compacted bitumino us mixture dense-graded or non-absorptive. ,, q o· ►= V, 0 V> -,., C r ;;i 0 ::, n n c, (1) - -0 ► a ~ (10 vi. ~ ~ 3 ::, n ,-... (1) ;::)" ~~ r, <' (1) ~o :, -, C -0 "' ~ -0 o' ~ ..., a. c::: !:; V> (1) (1) V> 0-0 '< (1) r< 0 !!. n o C, 'O ►~ (J~ g :, C, n - (b' 0.. V, -i ;;o ;;i (1) -· < ::, ~· 5 · (1) (/0 a. [ C C, ~ N .P N 0 ,w~-~\ \ ~ . ~~ 439 N \0 Hot Mi x As phalt (Asphalt Concrete)-Continu ed M aterials to be Sample Size Sampled o r T ested Asphalt Concrete One 30-lb sample (Testing) Asphalt Concrete One 30-lb sample (T esting) Geotextile Fabric One 12 ft. x 3 ft. sample lPlaced Under the Asphalt Con- crete) (TestinJ;?;) Asphalt Concrete Sample any test location (Testin g) (random basis) Asphalt Concrete One I 0-l b sample (Testing) Slurry Seals One 0.5 gal. sample in a c lean, (Sa mp le) dry plastic container. Aggregate for One 30-lb . sample. Slurry Seals (Testin g) Appendix D (continued) Samplingffesting Frequen cy Typical Test Methods Obtain one sample for every 1,000 ASTM D1559 tons of asphalt concrete. AASHTOT245 Obtain one sample for every 1,000 ASTM Cl 17, tons of asphalt concrete. 02172 (use Method B) AASHTO T164 Obtain one sample per job. ASTM 04632 AASHTO M288 Obtain one sample for every 1,000 ASTM 02950 tons of asphalt concrete. CT375 Obtain one sample during every day ASTM 01560, of production. D 1561 CT 366 AASHTO T246, T247 Obtain one sample per truck ASTM 0979 CT 125 AASHTO T40, Tl68 Obtain at least one sample per ASTM 02419 project from the be lt or hopper or CT 217 stockpile and test for Sand AASHTOTl76 Equivalent D escription or Comments This test determines the resistance to plastic flow of prepared mixes as determined by the Marshall Method. This test detennines the screen analysis of aggregates recovered from asphalt materials. This test determines the weight per sq. yd. and grabs strength of geotextile fab rics. This test determines the n uclear field density of in -place asphalt concrete. This test determines the stability va lue of asphalt concrete. This test describes the procedure for sampling the slurry seal. This test determines the Sand Equivalent of aggregates. ,, -< o· ►:::, V, 0 V, ...., ~ r ll> 0 ::, 0 0 t» (> - "ti > 0 ~ (JQ cii' ~ or 3 ;:; .,....._ (> ,0 . ;i,.O 3::'l <"~ j;i'O :::, ...., "''ti "' ~ -0 o> g "' 0.. c~ V, (> (> V, 0-t, '< (> r< 0 !!. (") 0 t» 'O -3 ~ (> (> :a ::, "' ~-g_ V, ...; ;:o o.1 (> -· < :::, ~· 5 · (> (JO 0.. '- "' ::, C ll> ~ N .o N 0 ,--::.._ (t.!5 ) t>t 440 t.,., 0 S lurry Seals Materia ls to be Sampled or Tested Aggregate for Slurry Seals (Testing) Slurry Seals (Testing) Steel Materials to be Sampled or Tested Stee l Strand (Testing) Steel Rebar (Testing) Sample Size One 30-lb. sample . One 0.5 gal. sample in a clean, d ry plas- tic container. Sample Size Sample strand at vari ous s izes. Sample rebar at various sizes . Appendix D (continued) Samplingffesting Frequency Typical Test Methods Obtain at least one sample pe r project from the ASTM Cl 17 belt, hopper, or stockpile and test for sieve AASHTO Tll analysis of fine sand. Test one sampl e per project and test for ASTM D3910 Abrasion. Samplingff esting Frequency Typical Test Methods This item may be accepted using a Certificate of ASTM A 370, Compl ia nce. Sample and test at least two steel A416, £328 strands per j ob when a Certificate of Complia nce AASHTOT244 is not used. This item may be accepted using a Certificate of ASTM A6IS, Compliance. Sample and test at least two steel A370 rebar per job when a Certificate of Compliance is AASHTOT244 not used. Description or Comments This test determines the sieve analysis of fi ne sand (gradation of materials finer tban No . 200 s ieve by wash grading). This test determines the Wet Track Abrasion Test (2 ) (WT AT). Description or C omments This test determin es the tensile strength of uncoated seven-wire stress-relieved strand for pre- stressed concrete. This test determines the steel reinforcement bar tensile strength and bend capabil ity. ,, ,00 = -· "' < =-: v;· q o· ►::, V, 0 V, ...,., Ei S' ~ 0 (") "' (1) - -0 ► "' V, 0 V, (~ §.. "' "' 3 ::, (") 3..n ;i:.O ~3 <> <' 0 ;;;-o ::, ...,., = -0 "' .... -0 o' g .... 0.. C: E; V> ()> Cl) Vl cr-0 '< (1) r < 0 ~ (") 0 "' -0 ;: = 0~ a ::, "' 0 ::, ;;;· 0.. Vl ,--j G' ~-< ::, en· ;;· Cl) (/0 c.. '--,, ::, l;; ~ N ~o N 0 (m--~~ ) . ' \~ 'd 441 Attachment 2 Local Assistance Procedures Manual EXHIBIT 16-V Source Inspection Request to DLAE SAMPLE COVER MEMO SOURCE INSPECTION REQUEST FROM LOCAL AGENCY TO CAL TRANS' DISTRICT LOCAL ASSISTANCE ENGINEER (Prepared By Applicant On Applicant Letterhead) To: (name) Date: Caltrans' District Local Assistance Engineer Caltrans' Local Assistance Office ( district office address) Federal-aid Project Number: ~C-=if~o=n=e~h=a=s~b~e~e=n~a=s=s1=· g=n=e=d),___ __________________ _ Project Description:--------------------------------- Project Location:---------------------------------- Subject: (Source Inspection for Project Name, County) _We are requesting that Caltrans provide Source Inspection (reimbursed) services for the above mentioned project. We understand we are responsible for paying for this service provided for by the State. Listed below are the materials for which we are requesting Caltrans' Source Inspection (reimbursed) services. Materials that will require source inspection: Justification for request: (Based on the requirements in Section 16.14 under "Source Inspection") Any question you might have about the above materials should be directed to: ______________ , at ____ (_ph=o=n=e~#"--.),___ _______ _ Approved: (Applicant Representative Name) District Local Assistance Engineer (Title) (Date) (Local agency, name & address) Page 16-109 February 1, 1998 442 Attachement 3 • Division of Local Assistance, Office of Procedures Development and Training -.. Quality Assurance Program (QAP) Manual for Use by Local Agencies Revised January 20, 20 1 1 Appendix F -Construction Materials Accepted by a Certificate of Compliance* Soil Amendment Fiber Mulch Stabilizing Emulsion Plastic Pipe Lime Reinforcing Steel Slrucn1ral Timber and Lumber Treated Timber and Lumber Timber and Lumber Culvert and Drainage Pipe Joints Reinforced Concrete Pipe Corrugated Steel Pipe and Corrugated Steel Pipe Arches Structural Metal Plate Pipe Arches and Pipe Arches Perforated Steel Pipe Polyvinyl Chlo rid e Pipe and Polyethylene Tubing Steel Entrance Tapers, Pipe Down drains, Reducers, Coupling Bands and Slip Joints A lum inum Pipe (Entrance Tapers, Arches, Pi pe Down drains, Reducers, Coupling Bands and Slip Joints) Metal Target Plates Electrical Conductors Portland Cement Minor Concrete Waterstop * If Caltrans Standard Specifications May 2006 is part of contract specifications. Note: Us u a ll y these items are inspected at the site of manufacture or fabrication and reinspected after delivery to the job site. 32 443 Attachment 4 Division of L ocal Assistance, Office of Procedures Development and Training Quali ty Assurance Program (QAP·1 Manual for Use by Local Agencies Revised January 20, 2011 Appendix J.1 -Example of a Vendor's Certificate of Compliance No. 583408 STATE Of' CAUFORNIA • DEPA!mll:NT OF TRANSPORTATION VENDOR'S CERTlflCATE OF COMPLIANCE MII-C1543 (REV. 5193) ICT-7541-6020-2 □ PRllcASr coNCAETE PRODUCT'S oR ~ soo.A/ o w ,t.L-L CONTRACT NUMBER : C MUL~TION :9-a-'--"'"-"L:::.!....L.:::~~Ci=O~-M / ,tJ L,;1/11/ ,o .I '.JZ: MtJ/JI Fte:,l) CAL./~£,A.//A- CHEMICAL ADMIXTURE MAHUFN; rUHER TYPI: ~ACTUREA i cuss pzz -/lv'C. , , . · E MINERAL ADMIICTUAE OELNEIIY 0Att.m'% 7 I OAl'ESOFFABAICATdi fl'-,, lolANUFM:'1)1111:A OF~::: rpuc,s· . ~t:l. ~e.l}l)Y M/x 081' o, 55624 36 444 EJ' Division of Local Ass istance, Offae of Procedures Development and Training fblfJflM Quality Assura nce Program (QAP) Manual for Use by Local Agencies Revised January 20. 20 11 A ppendix J.2 -Example of a Certificate of Compliance for Portland Cement (continued) This is to certify that the Portland Cement Supplied by ABC Cement Company complies w ith all requirements for Type II Portland Cement when tested in accordance with ASTM C -494 . Local Agency Project No. HP2 IL -5055 -11 I ..'A{fJert Jlowakowa Quality Assurance Engineer ABC Cement Company Date: 07/07/07 . 37 445 • Division of Local Assistance, Office of Procedures Development and Training Attachment 5 ..... . \s') -Quality Assurance Program (QAP) Manual for Use by Local Agencies Revised January 20, 20 1 1 ,.__.. Appendix K -Examples of Materials Certificates/Exceptions (Signed by the Resident Engineer at the Completion of the Project) Federal-aid Project No.: Project HP2 IL -5055 -I I I S ubject: Materials Certification This is to certify that the res ults of the tests on acceptance samples indicate that the materials incorporated in the construction work and the construction operations controlled by sampling [x] and testing were in conformity with the approved plans and specifications. D All materials exceptions to the plans and specifications o n this project are noted below. No exceptions were found to the plans and specifications o n this project. Bill Sanders 'B i{{ Sanaers Resid ent Engineer (Print Name) Resident Engineer (Signatu re) 7/7/07 (Date) Note: The s igned original of this certificate is placed in the Resident Engineer's project files and one copy is mailed to the DLAE and filed under "Report of Expenditures." S ee the attachment (next page) 38 446 El, Division of Local Assistance, Office of Proced ures Development and Training -.. Quality Assurance Program (QAP) Ma nual for Use by Local Agencies Revised January 20, 20 11 Appe ndix K (continued) Attachm ents: Materia ls Exceptions (Acceptance Testing) Type of D escription Total Tests Number Action Taken Test of Work Perfonned On of Failed the Project Tests S lump Test Concrete 8 I When the measured slump exceeded the Sidewalk maximum limjt, the entire concrete load was rejected. Sand Aggregate 10 I The tested S.E. was 70 and the contract Equivalent for Structural compliance s pecification was 71 minimum. Concrete However, the concrete 28-day compressive strength was 4800 psi. The concrete was considered adequate and no materials deductions were taken. Compaction Sub grade 12 l One failed test was noted. The failed area was Material watered and reworked. When this was completed, a retest was performed. The retest was acceptable. Compactio n Hot Mix As-12 I One failed area was noted. ft was reworked phalt and retested. The second test met specifications. Bill Sanders July 4, 2007 Res ident Eng ineer (Print Name) Res ident Engineer (S ignature) Date 39 447 Specification No. MPK 20-01     2020 Slurry Seal and Pavement Rehabilitation Project      Appendix H: Wage Rates 448 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: # ASBESTOS WORKER, HEAT AND FROST INSULATOR DETERMINATION: SC-3-5-1-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: July 5, 2020* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after ten days after the expiration date if no subsequent determination is issued. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday (Journeyperson) Hourly and Holiday Payments Hourly and Rate Welfare Rate 1 1/2x 2x 1 1/2x 2x Holiday Mechanic a43.77 b10.03 i8.12 3.29 1.24 - 8 66.45 c88.335 110.22 d88.335 110.22 e110.22 ______________________________ DETERMINATION: SC-3-5-3-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: July 5, 2020* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Hazardous Material Handler Mechanic h20.63 f 5.25 6.10 - 0.82 - 8 32.80 43.12 - 43.12 - g43.12 ____________________________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. a Includes 6.5% of employees gross wage for dues/service fee check-off plus $0.25 for supplemental dues. b $0.01 for Occupational Health and Research Plan included in Health and Welfare. c Rate applies to the first 2 overtime hours. Applies to all daily overtime hours on maintenance and asbestos abatement projects. d Rate applies to first 8 hours worked on new construction. Applies to all Saturday hours on maintenance and asbestos abatement projects. e $153.99 per hour for work on Labor Day. For maintenance and asbestos abatement projects, Sundays and observed holidays may be worked at the time and one half rate. f Includes $0.40 for medical monitoring in compliance with industry regulations procedures and $0.08 for Occupational Health Plan. g $74.06 per hour for work on Labor Day. h Includes 6.5% of employees gross wage for dues/service fee check-off plus $0.06 for supplemental dues. i Pursuant to Labor Code Sections 1773.1 and 1773.8, the amount paid for the employer payment may vary resulting in a lower taxable Basic Hourly Rate, but the Total Hourly Rates for Straight Time and Overtime may not be less than the general prevailing rate of per diem wages. Note: Asbestos removal workers must be trained and the work conducted according to the Code of Federal Regulations 29 CFR 1926.58, the California Labor Code 6501.5 and the California Code of Regulations, Title 8, Section 5208. Contractors must be certified by the Contractors’ State License Board and registered with the Division of Occupational Safety and Health (DOSH). For further information, contact the Asbestos Contractors Abatement Registration Unit, DOSH at (510) 286-7362. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 3 449 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #FENCE BUILDER (CARPENTER) DETERMINATION: SC-23-31-20-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Vacation Total Daily Saturdayb Sunday (Journeyperson) Hourly and and Hourly and Rate Welfare Pension Holiday Training Other Hours Rate 1 1/2Xa 1 1/2X Holiday Fence Builder $39.23 $7.75 $5.00 $6.02 $0.62 $0.26 8 $58.88 $78.495 $78.495 $98.11 ________________________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. aRate applies to the first 4 overtime hours. All other time is paid at the Sunday and Holiday overtime hourly rate. bSaturdays in the same work week may be worked at straight-time for the first 8 hours if the job is shut down during the normal work week due to inclement weather, or reasons beyond the control of the employer. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 3A 450 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: # CARPENTER AND RELATED TRADES DETERMINATION: SC-23-31-2-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate______ Classification Basic Health Total Daily g Saturday b Sunday (Journeyperson) Hourly and Vacation/ Hourly and Rate Welfare Pension Holiday Training Other Hours Rate 1 1/2X 1 1/2X Holiday a AREA 1 Carpenterc, h, Cabinet Installer, Insulation Installer, Hardwood Floor Worker, Acoustical Installer $43.33 $7.75 $5.16 $7.02f $0.62 $0.44 8 $64.32 $85.985 $85.985 $107.65 Pile Driverman i, Derrick Bargeman, Rockslinger, Bridge or Dock Carpenter, Cable Splicer 43.46 7.75 5.16 7.02f 0.57 0.49 8 64.45 86.18 86.18 107.91 Bridge Carpenterc 43.46 7.75 5.16 7.02f 0.62 0.44 8 64.45 86.18 86.18 107.91 Shinglerc 43.46 7.75 5.16 7.02f 0.62 0.44 8 64.45 86.18 86.18 107.91 Saw Filer 43.42 7.75 5.16 7.02f 0.62 0.44 8 64.41 86.12 86.12 107.83 Table Power Saw Operator 43.43 7.75 5.16 7.02f 0.62 0.44 8 64.42 86.135 86.135 107.85 Pneumatic Nailer or Power Stapler 43.58 7.75 5.16 7.02f 0.62 0.44 8 64.57 86.36 86.36 108.15 Roof Loader of Shingles 30.70 7.75 5.16 7.02f 0.62 0.44 8 51.69 67.04 67.04 82.39 Scaffold Builder 34.53 7.75 5.16 7.02f 0.62 0.44 8 55.52 72.785 72.785 90.05 Millwrightc 43.83 7.75 5.16 7.02f 0.62 0.64 8 65.02 86.935 86.935 108.85 Head Rockslinger 43.56 7.75 5.16 7.02f 0.62 0.44 8 64.55 86.33 86.33 108.11 Rock Bargeman or Scowman 43.36 7.75 5.16 7.02f 0.62 0.44 8 64.35 86.03 86.03 107.71 Diver, Wet (Up To 50 Ft. Depth) d e94.92 7.75 5.16 7.02f 0.62 0.44 8 115.91 163.37 163.37 210.83 Diver, (Stand-By) d e47.46 7.75 5.16 7.02f 0.62 0.44 8 68.45 92.18 92.18 115.91 Diver’s Tender d 46.46 7.75 5.16 7.02f 0.62 0.44 8 67.45 90.68 90.68 113.91 Assistant Tender (Diver’s) d 43.46 7.75 5.16 7.02f 0.62 0.44 8 64.45 86.18 86.18 107.91 a AREA 2 Carpenterc h, Cabinet Installer, Insulation Installer, Hardwood Floor Worker, Acoustical Installer 42.76 7.75 5.16 7.02f 0.62 0.44 8 63.75 85.13 85.13 106.51 Shinglerc 42.90 7.75 5.16 7.02f 0.62 0.44 8 63.89 85.34 85.34 106.79 Saw Filer 42.76 7.75 5.16 7.02f 0.62 0.44 8 63.75 85.13 85.13 106.51 Table Power Saw Operator 43.86 7.75 5.16 7.02f 0.62 0.44 8 64.85 86.78 86.78 108.71 Pneumatic Nailer or Power Stapler 43.02 7.75 5.16 7.02f 0.62 0.44 8 64.01 85.52 85.52 107.03 Roof Loader of Shingles 30.65 7.75 5.16 7.02f 0.62 0.44 8 51.64 66.965 66.965 82.29 ______________________________________________________________________________________________ DETERMINATION: SC-31-741-1-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: May 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Classification (Journeyperson) Employer Payments Straight-Time Overtime Hourly Rate______ Basic Health Vacation Total Hourly and and Hourly Daily Saturday/ j Holiday Rate Welfare Pension Holiday Training Hours Rate 1 1/2X 1 1/2X 2X Terrazzo Installer $40.03 7.75 5.16 4.55f 0.57 8 58.06 78.075 78.075 98.09 Terrazzo Finisher 33.53 7.75 5.16 4.55f 0.57 8 51.56 68.325 68.325 85.09 _______________________________________________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a. AREA 1 - Imperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura counties. AREA 2 - Inyo, Kern, and Mono counties. For Bridge Carpenter, Scaffold Builder, Pile Driverman, Derrick Bargeman, Rockslinger, Bridge or Dock Carpenter, Cable Splicer, Millwright, Head Rockslinger, Rock Bargeman or Scowman, Diver, Wet (Up to 50 Ft. Depth), Diver (Stand-By), Diver’s Tender, and Assistant Tender (Diver’s) rates, please see Area 1 as this rate applies to Area 2 as well. Basic Hourly Rates for Area 2 include an additional amount deducted for vacation/holiday. b. First eight (8) hours worked paid at 1 1/2 times the straight time rate, all hours after that paid at double (2x) the straight time rate. Saturdays in the same work week may be worked at straight-time rates if a job is shut down during the normal work week due to inclement weather, major mechanical breakdown or lack of materials beyond the control of the Employer. c. When performing welding work requiring certification, classification will receive an additional $1.00 per hour. d. Shall receive a minimum of 8 hours pay for any day or part thereof. e. For specific rates over 50 ft depth, contact the Office of the Director – Research Unit. Rates for Technicians, Manifold Operators, Pressurized Submersible Operators, Remote Control Vehicle Operators, and Remote Operated Vehicle Operators, as well as rates for Pressurized Bell Diving and Saturation Diving are available upon request. f. Includes an amount for supplemental dues. g. All overtime worked Mon - Fri shall be paid at 1 1/2 times the straight time rate for the first four (4) hours and double (2x) the straight time for work performed after twelve (12) hours. h. A Carpenter who performs work of forming in the construction of open cut sewers or storm drains shall receive a premium of thirteen cents ($0.13) per hour in addition to his Carpenter's scale. This premium shall apply only on an operation in which horizontal lagging is used in conjunction with Steel H-Beams driven or placed in pre-drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms, which work is performed by pile drivers. i. When performing welding work requiring certification, classification will receive an additional $1.00 per hour. An additional $0.50 per hour when handling or working with new pressure- treated creosote piling or timber, or driving of used pressure-treated creosote piling. j. Saturdays in the same work week may be worked at straight-time rates if a job is shut down during the normal work week due to inclement weather, major mechanical breakdown or lack of materials beyond the control of the Employer. Work on Sunday, if it is the 7th consecutive workday, shall be paid at double (2x) the straight-time rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 4 451 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #MODULAR FURNITURE INSTALLER (CARPENTER) DETERMINATION: SC-23-31-16-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All Localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily 6th Workday 7th Workday/ (Journeyperson) Hourly and Holiday a Payments Hourly Holiday Rate Welfare Rate 1 1/2X b 1 1/2X b 2X MODULAR INSTALLER Installer $19.00 $4.94 $1.86 $1.85 $0.10 $0.03 8 $27.78 $37.28 $37.28 $46.78 Lead Installer $21.00 $4.94 $1.86 $1.85 $0.10 $0.03 8 $29.78 $40.28 $40.28 $50.78 # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. a) Includes an amount for Supplemental Dues. b) Rate applies to the first 4 daily overtime hours and the first 12 hours on a sixth (6th) consecutive day. All other daily overtime is paid at the 7th Workday/Holiday rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 4A 452 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: # ELEVATOR CONSTRUCTOR DETERMINATION: SC-62-X-999-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: December 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Los Angeles, Orange, Riverside, San Diego, Santa Barbara and Ventura counties. aPortions of Kern, San Bernardino and San Luis Obispo counties are detailed below. Employer Payments Straight-time Overtime Hourly Rate Classification Basic Health Pensione Vacation/ Training Other Hours Total Dailyd Saturdayd Sunday (Journeyperson) Hourly and Holidayb Payments Hourly and Rate Welfare Rate 1½ X 1½ X Holiday Mechanic $57.40 15.725 18.41 5.22 0.63 0.48 8 $97.865 $126.565 $126.565 $155.265 Mechanic (employed in industry more than 5 years) $57.40 15.725 18.41 6.36 0.63 0.48 8 $99.005 $127.705 $127.705 $156.405 Helperc $40.18 15.725 18.41 3.66 0.63 0.48 8 $79.085 $99.18 $99.18 $119.265 Helper (employed in industry more than 5 years)c $40.18 15.725 18.41 4.45 0.63 0.48 8 $79.875 $99.965 $99.965 $120.055 ___________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. a Applies to that portion of these counties south of the Tehachapi Line. For more information contact the Office of the Director – Research Unit. b Includes an amount for 8 paid holidays. c Ratio: The total number of Helpers employed shall not exceed the number of Mechanics on any one job. When removing old and installing new cables on existing elevator installations, the Company may use two (2) Helpers, Apprentices or Assistant Mechanics to one (1) Mechanic. Two (2) Helpers, Apprentices or Assistant Mechanics to each three (3) Mechanics may be employed in Contract Service work only. For more information on the use of Helpers, contact the Office of the Director – Research Unit. d For Contract Service work only. All other overtime is paid at the Sunday/Holiday rate. e Includes an amount for Annuity Trust Fund. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 6 453 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: # ELEVATOR CONSTRUCTOR DETERMINATION: SC-62-X-999-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: December 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Los Angeles, Orange, Riverside, San Diego, Santa Barbara and Ventura counties. aPortions of Kern, San Bernardino and San Luis Obispo counties are detailed below. Employer Payments Straight-time Overtime Hourly Rate Classification Basic Health Pensione Vacation/ Training Other Hours Total Dailyd Saturdayd Sunday (Journeyperson) Hourly and Holidayb Payments Hourly and Rate Welfare Rate 1½ X 1½ X Holiday Mechanic $57.40 15.725 18.41 5.22 0.63 0.48 8 $97.865 $126.565 $126.565 $155.265 Mechanic (employed in industry more than 5 years) $57.40 15.725 18.41 6.36 0.63 0.48 8 $99.005 $127.705 $127.705 $156.405 Helperc $40.18 15.725 18.41 3.66 0.63 0.48 8 $79.085 $99.18 $99.18 $119.265 Helper (employed in industry more than 5 years)c $40.18 15.725 18.41 4.45 0.63 0.48 8 $79.875 $99.965 $99.965 $120.055 ___________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. a Applies to that portion of these counties south of the Tehachapi Line. For more information contact the Office of the Director – Research Unit. b Includes an amount for 8 paid holidays. c Ratio: The total number of Helpers employed shall not exceed the number of Mechanics on any one job. When removing old and installing new cables on existing elevator installations, the Company may use two (2) Helpers, Apprentices or Assistant Mechanics to one (1) Mechanic. Two (2) Helpers, Apprentices or Assistant Mechanics to each three (3) Mechanics may be employed in Contract Service work only. For more information on the use of Helpers, contact the Office of the Director – Research Unit. d For Contract Service work only. All other overtime is paid at the Sunday/Holiday rate. e Includes an amount for Annuity Trust Fund. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 6 454 1 1/2X 1 1/2X 2X Classification Groups (b) Group 1 $47.05 $11.60 $11.15 $3.55 $1.05 $0.39 8 $74.79 $98.315 $98.315 $121.84 Group 2 $47.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $75.57 $99.485 $99.485 $123.40 Group 3 $48.12 $11.60 $11.15 $3.55 $1.05 $0.39 8 $75.86 $99.920 $99.920 $123.98 Group 4 $49.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.35 $102.155 $102.155 $126.96 Group 6 $49.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.57 $102.485 $102.485 $127.40 Group 8 $49.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.68 $102.650 $102.650 $127.62 Group 10 $50.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.80 $102.830 $102.830 $127.86 Group 12 $50.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.97 $103.085 $103.085 $128.20 Group 13 $50.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.07 $103.235 $103.235 $128.40 Group 14 $50.36 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.10 $103.280 $103.280 $128.46 Group 15 $50.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.18 $103.400 $103.400 $128.62 Group 16 $50.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.30 $103.580 $103.580 $128.86 Group 17 $50.73 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.47 $103.835 $103.835 $129.20 Group 18 $50.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.57 $103.985 $103.985 $129.40 Group 19 $50.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.68 $104.150 $104.150 $129.62 Group 20 $51.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.80 $104.330 $104.330 $129.86 Group 21 $51.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.97 $104.585 $104.585 $130.20 Group 22 $51.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.07 $104.735 $104.735 $130.40 Group 23 $51.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.18 $104.900 $104.900 $130.62 Group 24 $51.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.30 $105.080 $105.080 $130.86 Group 25 $51.73 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.47 $105.335 $105.335 $131.20 a Includes an amount withheld for supplemental dues. b For classifications within each group, see pages 8 and 9. c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. e Includes an amount for Annuity GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #OPERATING ENGINEER TRAVEL AND/OR SUBSISTENCE PAYMENT : In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. CLASSIFICATION (Journeyperson) Hours Saturday (d)Daily (c ) # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. Other Payments Training DETERMINATION: SC-23-63-2-2020-1 7 ISSUE DATE: February 22, 2020 NOTE: For Special Shift and Multi-Shift, see pages 9A and 9B. EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight – Time Overtime Hourly Rate Sunday/ Holiday Health and Welfare Pension (e)Total Hourly Rate Basic Hourly Rate Vacation/ Holiday (a) 455 Force Feed Loader Gradall Operator Rubber-Tired Earth Moving Equipment Operator (multiple engine - up to and including 25 yds. struck) Chip Spreading Machine Operator Micro Tunneling Operator (above ground tunnel) Concrete Pump Operator (small portable) Concrete Cleaning Decontamination Machine Operator Excavator Track/Rubber-Tired- with all attachments (Operating Weight 21,000 lbs - 100,000 lbs) GROUP 5 (for multi-shift rate, see page 9B) Pumpcrete Gun Operator Rubber-Tired Scraper Operator (self-loading paddle wheel type - John Deere, 1040 and similar single unit) Batch Plant Operator Guard Rail Post Driver Operator Vacuum or Muck Truck Highline Cableway Signalman Power - Driver Jumbo Form Setter Operator Pneumatic Concrete Placing Machine Operator (Hackley-Presswell or similar type) Heavy Duty Repairman/Pump Installer Kalamazoo Ballast Regulator or similar type Hydraulic Casing Oscillator Operator – drilling depth of 45’ maximum Welder – General Micro Tunnel System Operator (below ground) GROUP 7 (for multi-shift rate, see page 9B) Skiploader Operator (crawler and wheel type over 1 1/2 yds. up to and including 6 1/2 yds.) Dandy Digger Derrickman (oilfield type) Brakeman Jackson Track Maintainer, or similar type Shuttle Buggy Rotary Drill Helper (Oilfield) Oiler Crusher (Asphalt or Concrete Plant) Welder – General (Multi-Shift) Elevating Grader Operator Equipment Greaser (Grease Truck/Multi-Shift) Equipment Greaser (rack) Skiploader Operator (crawler and wheel type, over 3/4 yds. and up to and including 1 1/2 yds.) Slip Form Pump Operator (power driven hydraulic lifting device for concrete forms) Machine Tool Operator Mechanical Berm, Curb or Gutter (concrete or asphalt) Mechanical Finisher Operator (concrete, Clary-Johnson-Bidwell or similar) Generator, Pump or Compressor Plant Operator Heavy Duty Repairman Helper Asphalt-Rubber Plant Operator (Nurse Tank Operator) Forklift Operator (includes loed, lull or similar types – under 5 tons) Generator Operator GROUP 2 GROUP 1 Bargeman Hydrographic Seeder Machine Operator (straw, pulp or seed) Kalamazoo Switch Tamper, or similar type CLASSIFICATIONS: DETERMINATION: SC-23-63-2-2020-1 Compressor Operator Skiploader (Wheel type up to 3/4 yd. without attachment) Prentice 721E Hydro-Ax Heavy Equipment Robotics Operator Hydraulic Operated Grout Plant (excludes hand loading) Klemm Drill Operator or similar types Asphalt Rubber Blend Operator Equipment Greaser (grease truck) Lo Drill Roller Operator (compacting) Power Sweeper Operator Master Environmental Maintenance Mechanic Power Concrete Curing Machine Operator Temporary Heating Plant Operator Excavator Track/Rubber-Tired- with all attachments (Operating weight under 21,000 lbs) Asphalt Plant Fireman Boring System Electronic Tracking Locator Asphalt Paving Machine Operator (barber greene or similar type, one (1) Screedman) Grade Checker Loader Operator (Athey, Euclid, Sierra and similar types) Screed Operator (asphalt or concrete) Fireman Backhoe Operator (up to and including 3/4 yds.) small ford, case or similar Cast in Place Pipe Laying Machine Operator Boxman or Mixerman (asphalt or concrete) Hydrostatic Pump Operator Petromat Laydown Machine Trenching Machine Operator (up to 6ft.) Mobark Chipper or similiar types Le Tourneau Blob Compactor or similar type Hydra-Hammer-Aero Stomper Hydraulic Casing Oscillator Operator – drilling depth of 30’ maximum Kolman Belt Loader and similar type P.C. 490 Slot Saw Ozzie Padder or similar types Bobcat or similar type (Skid Steer, with all attachments) Helicopter Radioman (ground) Drill Doctor RJU Side Dump Jack GROUP 8 Trenching Machine Oiler Asphalt or Concrete Spreading Operator (tamping or finishing) Ditchwitch, with seat or similar type equipment Elevator Operator - Inside Engineer Oiler Switchman Railcar Mover Roller Operator (asphalt or finish) Road Oil Mixing Machine Operator Combination Mixer and Compressor Operator (gunite work) Pump Operator Screening and Conveyor Machine Operator (or similar types) GROUP 3 Tugger Hoist Operator (1 drum) Volume Mixer Operator Ultra High Pressure Waterjet Cutting Tool System OperatorForklift Operator (includes loed, lull or similar types – over 5 tons) Self-Propelled Tar Pipelining Machine Operator Maginnis Internal Full Slab Vibrator Conveyor Operator Pavement Breaker Operator Vacuum Blasting Machine Operator Signalman Concrete Mixer Operator - Skip Type Drilling Machine Operator (including water wells) Tractor Compressor Drill Combination Operator Tar Pot Fireman Deck Engine Operator Asphalt Plant Engineer Deck Engineer Concrete Placer Operator Bit Sharpener Concrete Planer Operator Articulating Material Hauler Rock Wheel Saw/Trencher Power Concrete Saw Operator Ford Ferguson (with dragtype attachments) Boring Machine Operator Stationary Pipe Wrapping and Cleaning Machine Operator Backhoe Operator (mini-max or similar type) GROUP 4 Rock Drill or Similiar Types (see Miscellaneous Provision #4 for additional information regarding this classification) GROUP 6 Speed Swing Operator 8 Soil Stabilizer and Reclaimer (WR-2400) Surface Heaters and Planer Operator Self-Propelled Curb and Gutter Machine Operator Somero SXP Laser Screed Soil Remediation Plant Operator (CMI, Envirotech or Similar) Rubber-Tired Earth Moving Equipment Operator (single engine, caterpillar, euclid, athey wagon, and similar types with any and all attachments over 25 yds. and up to and including 50 cu. yds. struck) Concrete Joint Machine Operator (canal and similar type) Rotary Drill Operator (excluding caison type) Drilling Machine Operator, Bucket or Auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum) Tractor Operator - Bulldozer, Tamper-Scraper (single engine, up to 100 H.P. flyweel and similar types, up to and including D-5 and similar types) Rubber-Tired Earthmoving Equipment (single engine, up to and including 25 yds. struck) Drilling Machine Operator, Bucket or Auger types (Calweld 150 bucket or similar types - Watson 1500, 2000, 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum) Drilling Machine Operator, Small Auger types (Texoma Super Economatic, or similar types - Hughes 100 or 200, or similar types - drilling depth of 30 maximum) Backhoe Operator (over 3/4 yd. and up to 5 cu. yds. M.R.C.) Asphalt-Rubber Distributor Operator Barrier Rail Mover (BTM Series 200 or similar types) Cold Foamed Asphalt Recycler Hydraulic Casing Oscillator Operator – drilling depth of 60’ maximum Compactor Operator - Self Propelled Concrete Mixer Operator - Paving Crushing Plant Operator Global Positioning System/GPS (or Technician) Grouting Machine Operator 456 MISCELLANEOUS PROVISIONS: 4. A review of rock drilling is currently pending. The minimum acceptable rate of pay for this classification or type of work on public works projects is Laborer and Related Classifications/Group 5 (Driller) as published on pages 13 and 14 of the Director’s General Prevailing Wage Determinations. However, the published rate for the craft/classification of Operating Engineer/Group 8 (Rock Drill or Similar Types) may be used by contractors to perform rock drilling on public works projects. 3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay. 2. All heavy duty repairman and heavy duty combination shall receive one dollar ($1.00) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay. 1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift. Ultra High Pressure Waterjet Cutting Tool System Mechanic DETERMINATION: SC-23-63-2-2020-1 GROUP 16 9 Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (single engine, over 50 yds. struck) Heavy Duty Repairman (Multi-Shift) Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - single engine, caterpillar, euclid, athey wagon, and similar types with any and all attachments over 25 yds. and up to and including 50 cu. yds. struck) Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - single engine, up to and including 25 yds. struck) Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (multiple engine, euclid, caterpillar, and similar type, over 50 cu. yds. struck) Dual Drum Mixer Water Pull (compaction) Excavator Track/Rubber Tired- with all attachments (Operating Weight exceeding 200,000 lbs.) Tandem Tractor Operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 17 GROUP 24 GROUP 19 GROUP 18 Rotex Concrete Belt Operator GROUP 25 Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (multiple engine, euclid, caterpillar, and similar, over 25 yds. and up to 50 yds. struck) Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push- Pull System (multiple engine, euclid, caterpillar and similar, over 25 yds. and up to 50 yds. struck) Backhoe Operator (over 5 cu. yds. M.R.C.) GROUP 10 Drilling Machine Operator, Bucket or Auger types (Calweld 200 B bucket or similar types - Watson 3000 or 5000 auger or similar types - Texoma 900 auger or similar types - drilling depth of 105' maximum) Mechanical Finishing Machine Operator Pipe Mobile Machine Operator GROUP 13 Rubber - Tired Earth Moving Equipment Operator (multiple engine, euclid caterpillar and similar - over 25 yds. and up to 50 yds. struck) Multiple Engine Tractor Operator (euclid and similar type - except quad 9 cat.) GROUP 20 Hydraulic Casing Oscillator Operator – drilling depth of 105’ maximum Pre-stressed Wrapping Machine Operator (2 Operators required) Rubber - Tired Earth Moving Equipment Operator (single engine, over 50 yds. struck) Rubber-Tired Self-Loading Scraper Operator (paddle-wheel-auger type self-loading - (two (2) or more units) Mobile Form Traveler Operator Backhoe Operator (over 7 cu. yds. M.R.C.) Welder - Certified GROUP 23 GROUP 22 Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, euclid, caterpillar and similar, over 25 yds. and up to 50 yds. struck) Drilling Machine Operator, Bucket or Auger types (Calweld, auger 200 CA or similar types - watson, Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engine, euclid, caterpillar and similar type, over 50 cu. yds. struck) Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push- Pull System (single engine, up to and including 25 yds. struck) Pedestal Concrete Pump Operator Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - multiple engines, up to and including 25 yds. struck) Rubber-Tired Earth Moving Equipment Operator, Operating in Tandem (scrapers, belly dumps, and similar types in any combination, excluding compaction units - single engine, over 50 yds. struck) GROUP 21Welder – Certified (Multi-Shift) Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push- Pull System (single engine, caterpillar, euclid, athey wagon, and similar types with any and all attachments over 25 yds. and up to and including 50 cu. yds. struck) Drilling Machine Operator, Bucket or Auger types (Calweld, auger 200 CA or similar types - watson, auger 6000 or similar types - hughes super duty, auger 200 or similar types - drilling depth of 175' maximum) Woods Mixer Operator (and similar pugmill equipment) Heavy Duty Repairman – Welder Combination (Multi-Shift) Pneumatic Pipe Ramming Tool and similar types Motor Patrol Operator (multi-engine) Rubber-Tired Earth Moving Equipment Operator (multiple engine, euclid, caterpillar and similar type, over 50 cu. yds. struck) GROUP 15 GROUP 11 (for multi-shift rate, see page 9B) Monorail Locomotive Operator (diesel, gas or electric) Motor Patrol - Blade Operator (single engine) Heavy Duty Repairman-Welder combination Dynamic Compactor LDC350 or similar types Tower Crane Repairman Tractor Loader Operator (crawler and wheel-type over 6 1/2 yds.) Remote Controlled Earth Moving Operator ($1.00 per hour additional to base rate) Wheel Excavator Operator (over 750 cu. yds. per hour) Hydraulic Casing Oscillator Operator – drilling depth of 175’ maximum Hoe Ram or similar with compressor Excavator Track/Rubber Tired- with all attachments (Operating Weight 100,000 lbs. - 200,000 lbs) Automatic Slip Form Operator Mass Excavator Operator - less than 750 cu. yds. Auto Grader Operator GROUP 12 Drilling Machine Operator, Bucket or Auger types (Calweld, auger 200 CA or similar types - watson, auger 6000 or similar types - hughes super duty, auger 200 or similar types - drilling depth of 300' maximum) GROUP 14 Canal Liner Operator Canal Trimmer Operator Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (single engine, up to and including 25 yds. struck) Traveling Pipe Wrapping, Cleaning and Bending Machine Operator Trenching Machine Operator (over 6 ft. depth capacity, manufacturer's rating) GROUP 8 CONT. GROUP 9 (for multi-shift rate, see page 9B) Concrete Pump Operator-Truck Mounted Trenching Machine with Road Miner Attachment (over 6ft. depth capacity, manufacturer's rating - Oiler or Journeyman Trainee required) Tractor Operator (boom attachments) Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push- Pull System (multiple engine, euclid, caterpillar and similar over 50 cu. yds struck) Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push- Pull System (multiple engine, up to and including 25 yds. struck) Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Tandem Push- Pull System (single engine, over 50 yds. Struck) Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (single engine, caterpillar, euclid, athey wagon, and similar types with any and all attachments over 25 yds. and up to and including 50 cu. yds. struck) Rubber-Tired Earth Moving Equipment Operator, Operating Equipment with the Push-Pull System (multiple engine - up to and including 25 yds. struck) Tractor Operator (any type larger than D-5 - 100 flyweel H.P. and over, or similar – bulldozer, tamper, scraper and push tractor, single engine) 457 Daily (c ) Saturday (d) 1 1/2X 1 1/2X 2X Classification Groups (b) Group 1 $47.55 $11.60 $11.15 $3.55 $1.05 $0.39 8 $75.29 $99.065 $99.065 $122.84 Group 2 $48.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.07 $100.235 $100.235 $124.40 Group 3 $48.62 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.36 $100.670 $100.670 $124.98 Group 4 $50.11 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.85 $102.905 $102.905 $127.96 Group 6 $50.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.07 $103.235 $103.235 $128.40 Group 8 $50.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.18 $103.400 $103.400 $128.62 Group 10 $50.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.30 $103.580 $103.580 $128.86 Group 12 $50.73 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.47 $103.835 $103.835 $129.20 Group 13 $50.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.57 $103.985 $103.985 $129.40 Group 14 $50.86 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.60 $104.030 $104.030 $129.46 Group 15 $50.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.68 $104.150 $104.150 $129.62 Group 16 $51.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.80 $104.330 $104.330 $129.86 Group 17 $51.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.97 $104.585 $104.585 $130.20 Group 18 $51.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.07 $104.735 $104.735 $130.40 Group 19 $51.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.18 $104.900 $104.900 $130.62 Group 20 $51.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.30 $105.080 $105.080 $130.86 Group 21 $51.73 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.47 $105.335 $105.335 $131.20 Group 22 $51.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.57 $105.485 $105.485 $131.40 Group 23 $51.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.68 $105.650 $105.650 $131.62 Group 24 $52.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.80 $105.830 $105.830 $131.86 Group 25 $52.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.97 $106.085 $106.085 $132.20 a Includes an amount withheld for supplemental dues. b For classifications within each group, see pages 8 and 9. c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. e Includes an amount for Annuity 9A TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. Employer Payments Vacation/ Holiday (a) CLASSIFICATION (Journeyperson) Basic Hourly Rate Sunday/ Holiday Hours Straight – Time Overtime Hourly Rate FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS Total Hourly Rate EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS CRAFT: #OPERATING ENGINEER (Special Shift) Health and Welfare Training ISSUE DATE: February 22, 2020 RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. Other Payments Pension (e) DETERMINATION: SC-23-63-2-2020-1 458 CLASSIFICATION (Journeyperson) 1 1/2X 1 1/2X 2X Classification Groups (b) Group 1 $48.05 $11.60 $11.15 $3.55 $1.05 $0.39 8 $75.79 $99.815 $99.815 $123.84 Group 2 $48.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.57 $100.985 $100.985 $125.40 Group 3 $49.12 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.86 $101.420 $101.420 $125.98 Group 4 $50.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.35 $103.655 $103.655 $128.96 Group 5 $50.71 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.45 $103.805 $103.805 $129.16 Group 6 $50.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.57 $103.985 $103.985 $129.40 Group 7 $50.93 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.67 $104.135 $104.135 $129.60 Group 8 $50.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.68 $104.150 $104.150 $129.62 Group 9 $51.04 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.78 $104.300 $104.300 $129.82 Group 10 $51.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.80 $104.330 $104.330 $129.86 Group 11 $51.16 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.90 $104.480 $104.480 $130.06 Group 12 $51.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.97 $104.585 $104.585 $130.20 Group 13 $51.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.07 $104.735 $104.735 $130.40 Group 14 $51.36 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.10 $104.780 $104.780 $130.46 Group 15 $51.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.18 $104.900 $104.900 $130.62 Group 16 $51.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.30 $105.080 $105.080 $130.86 Group 17 $51.73 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.47 $105.335 $105.335 $131.20 Group 18 $51.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.57 $105.485 $105.485 $131.40 Group 19 $51.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.68 $105.650 $105.650 $131.62 Group 20 $52.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.80 $105.830 $105.830 $131.86 Group 21 $52.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.97 $106.085 $106.085 $132.20 Group 22 $52.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.07 $106.235 $106.235 $132.40 Group 23 $52.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.18 $106.400 $106.400 $132.62 Group 24 $52.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.30 $106.580 $106.580 $132.86 Group 25 $52.73 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.47 $106.835 $106.835 $133.20 a Includes an amount withheld for supplemental dues. b For classifications within each group, see pages 8 and 9. c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. e The Third Shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday thorugh Friday. f Includes an amount for Annuity 9B TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. Employer Payments LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Daily (c ) Saturday (d) Sunday/ Holiday Basic Hourly Rate Straight – Time Total Hourly Rate Hours (e) Overtime Hourly Rate EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. ISSUE DATE: February 22, 2020 DETERMINATION: SC-23-63-2-2020-1 CRAFT: #OPERATING ENGINEER (Multi-Shift) FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS Health and Welfare Pension (f) Other Payments Vacation/ Holiday (a) Training 459 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: # DREDGER (OPERATING ENGINEER) DETERMINATION: SC-63-12-23-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: July 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pensionc Vacation/ Training Other Hours Total Dailyb Saturdayb Sunday Holiday (Journeyperson) Hourly and Holidaya Hourly Rate Welfare Rate 1 1/2X 1 1/2X 2X 3X Chief Engineer, Deck Captain $52.65 11.60 11.65 4.85 1.05 0.15 8 81.95 108.275 108.275 134.60 187.25 Leverman 55.65 11.60 11.65 4.85 1.05 0.15 8 84.95 112.775 112.775 140.60 196.25 Watch Engineer, Deckmate 49.57 11.60 11.65 4.85 1.05 0.15 8 78.87 103.655 103.655 128.44 178.01 Winchman (Stern Winch on Dredge) 49.02 11.60 11.65 4.85 1.05 0.15 8 78.32 102.83 102.83 127.34 176.36 Fireman-Oiler, Leveehand, Deckhand (can operate anchor scow under direction of mate), Bargeman 48.48 11.60 11.65 4.85 1.05 0.15 8 77.78 102.02 102.02 126.26 174.74 Dozer Operator 49.68 11.60 11.65 4.85 1.05 0.15 8 78.98 103.82 103.82 128.66 178.34 Hydrographic Surveyor 51.11 11.60 11.65 4.85 1.05 0.15 8 80.41 105.965 105.965 131.52 182.63 Barge Mate 49.09 11.60 11.65 4.85 1.05 0.15 8 78.39 102.935 102.935 127.48 176.57 Welder 51.07 11.60 11.65 4.85 1.05 0.15 8 80.37 105.905 105.905 131.44 182.51 # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp a Includes an amount for supplemental dues. b Rate applies to the first 4 daily overtime hours and first 12 hours on Saturdays. All other time is paid at the Sunday overtime rate. c Includes an amount for annuity. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 10 460 1 1/2X 1 1/2X 2X Classification Groups (b) Group 1 $48.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.14 $100.340 $100.340 $124.54 Group 2 $49.18 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.92 $101.510 $101.510 $126.10 Group 3 $49.47 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.21 $101.945 $101.945 $126.68 Group 4 $49.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.35 $102.155 $102.155 $126.96 Group 5 $49.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.57 $102.485 $102.485 $127.40 Group 6 $49.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.68 $102.650 $102.650 $127.62 Group 7 $50.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.80 $102.830 $102.830 $127.86 Group 8 $50.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.97 $103.085 $103.085 $128.20 Group 9 $50.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.14 $103.340 $103.340 $128.54 Group 10 $51.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.14 $104.840 $104.840 $130.54 Group 11 $52.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.14 $106.340 $106.340 $132.54 Group 12 $53.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $81.14 $107.840 $107.840 $134.54 Group 13 $54.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $82.14 $109.340 $109.340 $136.54 a Includes an amount withheld for supplemental dues. b For classifications within each group, see page 10B. c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. e Includes an amount for Annuity GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Cranes, Pile Driver and Hoisting Equipment (Operating Engineer) Straight – Time Saturday (d) Sunday/ Holiday RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. Total Hourly Rate DETERMINATION: SC-23-63-2-2020-1B ISSUE DATE: February 22, 2020 Employer Payments Vacation/ Holiday (a) Overtime Hourly Rate EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Daily (c ) NOTE: For Special Shift and Multi-Shift, see pages 10A-1 and 10A-2. Pension (e )Training Other Payments Hours # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. CLASSIFICATION (Journeyperson) Basic Hourly Rate Health and Welfare 10A 461 Prentice Self-Loader MISCELLANEOUS PROVISIONS: Self Climbing Scaffold (or similar type) Hydraulic Boom Truck/Knuckleboom Mobile Tower Crane Operator (over 50 tons, up to and including 100 ton M.R.C.) Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 50 tons, up to and including 100 ton M.R.C.) Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 100 tons, up to and including 200 ton M.R.C.) Mobile Tower Crane Operator (over 100 tons, up to and including 200 ton M.R.C.) Crane Operator (up to and including 25 ton capacity) Derrick Barge Operator (up to and including 25 ton capacity) Hoist Operator, Stiff Legs, Guy Derrick or similar type (up to and including 25 ton capacity) GROUP 12 Hoist Operator (Chicago Boom and similar type) Mobile Tower Crane Operator (over 300 tons) GROUP 5 Lift Mobile Operator Polar Gantry Crane Operator Lift Slab Machine Operator (Vagtborg and similar types) GROUP 6 Tower Crane Operator and Tower Gantry Stinger Crane (Austin-Western or similar type) Shovel, Dragline, Clamshell Operator (over 10 cu. yrds.) Tugger Hoist Operator (1 drum) GROUP 11 Crane Operator (over 100 tons, up to and including 200 ton M.R.C.) Derrick Barge Operator (over 100 tons, up to and including 200 tons M.R.C.)Bridge Crane Operator Cretor Crane Operator 1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift. Derrick Barge Operator (over 25 tons, up to and including 50 ton M.R.C.) GROUP 2 A-Frame or Winch Truck Operator Polar Crane Operator Ross Carrier Operator (Jobsite)Self Erecting Tower Crane Operator Maximum Lifting Capacity ten (10) tons. Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 25 tons, up to and including 50 ton M.R.C.) ABI/Fundex Machine Determination: SC-23-63-2-2020-1B; SC-23-63-2-2020-1B1; SC-23-63-2-2020-1B2 CLASSIFICATIONS: GROUP 9GROUP 1 Truck Crane Oiler 2. All heavy duty repairman and heavy duty combination shall receive one dollar ($1.00) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay. 3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay. 10B Helicopter Hoist Operator Derrick Barge Operator (over 50 tons, up to and including 100 ton M.R.C.) GROUP 4 GROUP 10 Snobble Unit (pin-n-go or similar type) Bridge-Type Unloader and Turntable Operator Crawler Transporter Operator Engineer Oiler Crane Operator (over 25 tons, up to and including 50 ton M.R.C.) Highline Cableway Operator GROUP 7 GROUP 13 Tower Crane Repairman GROUP 3 K-Crane Crane Operator (over 50 tons, up to and including 100 ton M.R.C.) GROUP 8 Shovel, Dragline, Clamshell Operator (over 5 cu yds, M.R.C.) Derrick Barge Operator (over 300 tons) Crane Operator (over 300 tons) Hydraulically Controlled Lift Gantry Operator BCR Lift System (over 300 tons) Shovel, Dragline, Clamshell Operator (over 3/4 yd and up to 5 cu yds, M.R.C.) Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 300 tons) Shovel, Dragline, Clamshell Operator (over 7 cu yds M.R.C.) Material Hoist and/or Manlift Operator Silent Piler Tugger Hoist Operator (2 drum) Helicopter PilotTugger Hoist Operator (3 drum) Pedestal Crane Operator Mobile Tower Crane Operator (over 200 tons, up to and including 300 ton M.R.C.) Crane Operator (over 200 tons, up to and including 300 tons M.R.C.) Derrick Barge Operator (over 200 tons, up to and including 300 tons M.R.C.) Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 200 tons, up to and including 300 ton M.R.C.) 462 1 1/2X 1 1/2X 2X Classification Groups (b) Group 1 $48.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.64 $101.090 $101.090 $125.54 Group 2 $49.68 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.42 $102.260 $102.260 $127.10 Group 3 $49.97 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.71 $102.695 $102.695 $127.68 Group 4 $50.11 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.85 $102.905 $102.905 $127.96 Group 5 $50.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.07 $103.235 $103.235 $128.40 Group 6 $50.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.18 $103.400 $103.400 $128.62 Group 7 $50.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.30 $103.580 $103.580 $128.86 Group 8 $50.73 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.47 $103.835 $103.835 $129.20 Group 9 $50.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.64 $104.090 $104.090 $129.54 Group 10 $51.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.64 $105.590 $105.590 $131.54 Group 11 $52.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.64 $107.090 $107.090 $133.54 Group 12 $53.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $81.64 $108.590 $108.590 $135.54 Group 13 $54.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $82.64 $110.090 $110.090 $137.54 a Includes an amount withheld for supplemental dues. b For classifications within each group, see page 10B. c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. e Includes an amount for Annuity # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. 10A1 Total Hourly Rate Daily (c ) Saturday (d) Sunday/ Holiday Vacation/ Holiday (a) Training Other Payments HoursCLASSIFICATION (Journeyperson) RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. Basic Hourly Rate Health and Welfare Pension (e ) LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight – Time Overtime Hourly Rate GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Cranes, Pile Driver and Hoisting Equipment (Operating Engineer, Special Shift) DETERMINATION: SC-23-63-2-2020-1B1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. 463 1 1/2X 1 1/2X 2X Classification Groups (b) Group 1 $49.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.14 $101.840 $101.840 $126.54 Group 2 $50.18 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.92 $103.010 $103.010 $128.10 Group 3 $50.47 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.21 $103.445 $103.445 $128.68 Group 4 $50.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.35 $103.655 $103.655 $128.96 Group 5 $50.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.57 $103.985 $103.985 $129.40 Group 6 $50.94 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.68 $104.150 $104.150 $129.62 Group 7 $51.06 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.80 $104.330 $104.330 $129.86 Group 8 $51.23 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.97 $104.585 $104.585 $130.20 Group 9 $51.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.14 $104.840 $104.840 $130.54 Group 10 $52.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.14 $106.340 $106.340 $132.54 Group 11 $53.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $81.14 $107.840 $107.840 $134.54 Group 12 $54.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $82.14 $109.340 $109.340 $136.54 Group 13 $55.40 $11.60 $11.15 $3.55 $1.05 $0.39 8 $83.14 $110.840 $110.840 $138.54 a Includes an amount withheld for supplemental dues. b For classifications within each group, see page 10B. c Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. e The Third Shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday thorugh Friday. f Includes an amount for Annuity # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. Employer Payments Straight – Time Overtime Hourly Rate Pension (f) GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Cranes, Pile Driver and Hoisting Equipment (Operating Engineer, Multi-Shift) DETERMINATION: SC-23-63-2-2020-1B2 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 10A2 Training Other Payments Hours (e) Total Hourly Rate Daily (c ) CLASSIFICATION (Journeyperson) Basic Hourly Rate Health and Welfare Sunday/ Holiday Vacation/ Holiday (a) Saturday (d) 464 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: # LANDSCAPE OPERATING ENGINEER DETERMINATION: SC-63-12-33-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: October 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Vacation Total Daily/ Sundayc Holidayc (JOURNEYPERSON) Hourly and and Hourly Saturdayb Rate Welfare Pensiond Holidaya Training Other Hours Rate 1½X 2X 3X Landscape Operating Engineer Backhoe Operators Forklifts-Tree Planting Equipment (jobsite) HDR Welder-Landscape, Irrigation, Operating Engineers’ Equipment Roller Operators Rubber-tired & Track Earthmoving Equipment Skiploader Operators Trencher-31 horsepower and up $40.16 $11.60 $11.15 $3.55 $1.05 $0.15 8.0 $67.66 $87.74 $107.82 $147.98 ___________________________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. a Includes an amount per hour worked for supplemental dues. b Rate applies to the first four overtime hours daily and the first twelve hours on Saturday. Thereafter use the Sunday overtime rate. c All work performed on a Dewatering Operation on holidays and all other work on holidays except Labor Day and the 1st Saturday following the 1st Friday in the months of June and December is paid at Sunday rate. d Includes an amount for the Defined Contribution Plan (Annuity). RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/ OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 10-C 465 1 1/2X 1 1/2X 2X Classification Groups Group 1 $48.90 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.64 $101.090 $101.090 $125.54 Group 2 $49.68 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.42 $102.260 $102.260 $127.10 Group 3 $49.97 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.71 $102.695 $102.695 $127.68 Group 4 $50.11 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.85 $102.905 $102.905 $127.96 Group 5 $50.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.07 $103.235 $103.235 $128.40 Group 6 $50.44 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.18 $103.400 $103.400 $128.62 Group 7 $50.56 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.30 $103.580 $103.580 $128.86 Group 8 $51.91 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.65 $105.605 $105.605 $131.56 Group 9 $50.86 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.60 $104.030 $104.030 $129.46 a Includes an amount withheld for supplemental dues. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. d Includes an amount for Annuity MISCELLANEOUS PROVISIONS: 10D GROUP 1 1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift. 2. All heavy duty repairman and heavy duty combination shall receive one dollar ($1.00) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay. 3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay. Tugger Hoist Operator (1 drum)GROUP 8 Welder-General Pneumatic Concrete Placing Machine Operator (Hackley-Presswell or similar type) Tunnel Locomotive Operator (over 30 tons) Drill Doctor Pneumatic Heading Shield (Tunnel) Tractor Compressor Drill Combination Operator Pumpcrete Gun Operator Tugger Hoist Operator (2 drum) GROUP 7 Grouting Machine Operator Heading Shield Operator Heavy Duty Repairman Jumbo Pipe Carrier Loader Operator (Athey, Euclid, Sierra and similar types) Mucking Machine Operator (1/4 yd rubber tired, rail or track type) GROUP 5 Bit Sharpener Equipment Greaser (Grease Truck) Instrumentman GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #Tunnel (Operating Engineer) Other Payments DETERMINATION: SC-23-63-2-2020-1C ISSUE DATE: February 22, 2020 Employer Payments Straight – Time Overtime Hourly Rate Training Sunday/ Holiday EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703- 4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. CLASSIFICATION (Journeyperson) Basic Hourly Rate Health and Welfare CLASSIFICATIONS: Heavy Duty Repairman Helper GROUP 6 Backhoe Operator (up and including 3/4 yd.) Small Ford, Case or similar types GROUP 3 GROUP 4 GROUP 2 Skiploader (wheel type up to 3/4 yd. without attachment) Slip Form Pump Operator (power driven hydraulic lifting device for concrete forms) Heavy Duty Repairman-Welder Combination RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. Hours Total Hourly Rate Daily (b) Saturday (c ) Pension (d) Vacation/ Holiday (a) Chainman Power-Driver Jumbo Form Setter Operator TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. Dinkey Locomotive or Motorman (up to and including 10 tons) Rodman # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. Tunnel Locomotive Operator (over 10 and up to and including 30 tons)Party Chief GROUP 9 Tunnel Mole Boring Machine Operator 466 1 1/2X 1 1/2X 2X Classification Groups Group 1 $48.90 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $76.64 $101.090 $101.090 $125.54 Group 2 $49.68 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $77.42 $102.260 $102.260 $127.10 Group 3 $49.97 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $77.71 $102.695 $102.695 $127.68 Group 4 $50.11 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $77.85 $102.905 $102.905 $127.96 Group 5 $50.33 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $78.07 $103.235 $103.235 $128.40 Group 6 $50.44 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $78.18 $103.400 $103.400 $128.62 Group 7 $50.56 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $78.30 $103.580 $103.580 $128.86 Group 8 $51.91 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $79.65 $105.605 $105.605 $131.56 Group 9 $50.86 $11.60 $11.15 $3.55 $1.05 $0.39 7.5 $78.60 $104.030 $104.030 $129.46 a Includes an amount withheld for supplemental dues. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. d Includes an amount for Annuity MISCELLANEOUS PROVISIONS: GROUP 1 Welder-General GROUP 9 Bit Sharpener Equipment Greaser (Grease Truck)GROUP 7 Tugger Hoist Operator (2 drum) GROUP 5 Tunnel Locomotive Operator (over 30 tons) Tunnel Mole Boring Machine Operator Tugger Hoist Operator (1 drum)GROUP 8 Tunnel Locomotive Operator (over 10 and up to and including 30 tons)Party Chief Instrumentman Heavy Duty Repairman-Welder Combination Slip Form Pump Operator (power driven hydraulic lifting device for concrete forms) Power-Driver Jumbo Form Setter Operator Mucking Machine Operator (1/4 yd rubber tired, rail or track type) Heavy Duty Repairman GROUP 3 Jumbo Pipe Carrier Dinkey Locomotive or Motorman (up to and including 10 tons) Pumpcrete Gun Operator Rodman Tractor Compressor Drill Combination Operator Pneumatic Concrete Placing Machine Operator (Hackley-Presswell or similar type) GROUP 4 Pneumatic Heading Shield (Tunnel) GROUP 2 Grouting Machine Operator Skiploader (wheel type up to 3/4 yd. without attachment) Heading Shield Operator Heavy Duty Repairman Helper Backhoe Operator (up and including 3/4 yd.) Small Ford, Case or similar types Drill Doctor Chainman Loader Operator (Athey, Euclid, Sierra and similar types) GROUP 6 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. Employer Payments Straight – Time Overtime Hourly Rate TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. CRAFT: #Tunnel (Operating Engineer)(Multi-Shift) ISSUE DATE: February 22, 2020 LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. CLASSIFICATIONS: 10D1 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. DETERMINATION: SC-23-63-2-2020-1C1 RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 1. Operators on hoists with three drums shall receive fifteen cents (15¢) per hour additional pay to the regular rate of pay. The additional pay shall be added to the regular rate and become the base rate for the entire shift. 2. All heavy duty repairman and heavy duty combination shall receive one dollar ($1.00) per hour tool allowance in addition to their regular rate of pay and this shall become their base rate of pay. 3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2.00) per hour in addition to their regular rate of pay, and that rate shall become the basic hourly rate of pay. Total Hourly Rate Daily (b) Saturday (c ) CLASSIFICATION (Journeyperson) Basic Hourly Rate Health and Welfare Pension (d)Sunday/ Holiday Vacation/ Holiday (a) Training Other Payments Hours 467 1 1/2X 1 1/2X 2X Classification Groups Group 1 $47.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $75.57 $99.485 $99.485 $123.40 Group 2 $49.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.35 $102.155 $102.155 $126.96 Group 3 $51.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.35 $105.155 $105.155 $130.96 a Includes an amount withheld for supplemental dues. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. d Includes an amount for Annuity Group III Nondestructive Testing (NDT) 10E Licensed Grading Inspector Pre-Tension Concrete Post-Tension Concrete Structural Steel and Welding Inspector Reinforcing Steel Reinforced Concrete Shear Wall and Floor System used as diaphragms Structural masonry Spray-Applied Fireproofing Concrete batch Plant GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER DETERMINATION: SC-23-63-2-2020-1D Employer Payments Straight – Time Overtime Hourly Rate LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. Daily (b) Saturday (c) Sunday/ Holiday RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TTRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. CLASSIFICATIONS: Field Soils and Materials Tester GROUP I GROUP II AWS-CWI Welding Inspector Building / Construction Inspector # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. Field Asphaltic Concrete (Soils and Materials Tester) Field Earthwork (Grading Excavation and Filling) CLASSIFICATION (Journeyperson) Basic Hourly Rate Health and Welfare Pension (d) Vacation/ Holiday (a) Training Other Payments Hours Total Hourly Rate Roof Inspector Water Proofer Glue-Lam and truss Joints Truss-Type Joint Construction 468 1 1/2X 1 1/2X 2X Classification Groups Group 1 $48.33 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.07 $100.235 $100.235 $124.40 Group 2 $50.11 $11.60 $11.15 $3.55 $1.05 $0.39 8 $77.85 $102.905 $102.905 $127.96 Group 3 $52.11 $11.60 $11.15 $3.55 $1.05 $0.39 8 $79.85 $105.905 $105.905 $131.96 a Includes an amount withheld for supplemental dues. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. d Includes an amount for Annuity Group III Nondestructive Testing (NDT) Spray-Applied Fireproofing Structural Steel and Welding Inspector Structural masonry Shear Wall and Floor System used as diaphragms Concrete batch Plant DETERMINATION: SC-23-63-2-2020-1D1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER (SPECIAL SHIFT) Post-Tension Concrete Field Earthwork (Grading Excavation and Filling) Licensed Grading Inspector CLASSIFICATION (Journeyperson) Basic Hourly Rate # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. AWS-CWI Welding Inspector Roof Inspector Reinforcing Steel GROUP II Field Asphaltic Concrete (Soils and Materials Tester) TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. Hours Total Hourly Rate Daily (b) Saturday (c) Glue-Lam and truss Joints Truss-Type Joint Construction 10G GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 Water Proofer Reinforced Concrete ISSUE DATE: February 22, 2020 LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight – Time Overtime Hourly Rate EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. Sunday/ Holiday RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. CLASSIFICATIONS: GROUP I Building / Construction Inspector Field Soils and Materials Tester Training Other Payments Health and Welfare Pension (d) Vacation/ Holiday (a) Pre-Tension Concrete 469 1 1/2X 1 1/2X 2X Classification Groups Group 1 $48.83 $11.60 $11.15 $3.55 $1.05 $0.39 8 $76.57 $100.985 $100.985 $125.40 Group 2 $50.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $78.35 $103.655 $103.655 $128.96 Group 3 $52.61 $11.60 $11.15 $3.55 $1.05 $0.39 8 $80.35 $106.655 $106.655 $132.96 a Includes an amount withheld for supplemental dues. b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate. c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate. d The Third Shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday thorugh Friday. e Includes an amount for Annuity Group III Nondestructive Testing (NDT) Shear Wall and Floor System used as diaphragms Post-Tension Concrete Structural Steel and Welding Inspector Building / Construction Inspector Field Earthwork (Grading Excavation and Filling) Licensed Grading Inspector ISSUE DATE: February 22, 2020 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 Daily (b) LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Saturday (c) Basic Hourly Rate GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS CRAFT: #BUILDING/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER (MULTI-SHIFT) Vacation/ Holiday (a) Concrete batch Plant Spray-Applied Fireproofing Reinforced Concrete Glue-Lam and truss Joints Truss-Type Joint Construction Health and Welfare Pension (e ) Hours (d) Total Hourly Rate CLASSIFICATION (Journeyperson) DETERMINATION: SC-23-63-2-2020-1D2 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. Employer Payments Straight – Time Overtime Hourly Rate Field Asphaltic Concrete (Soils and Materials Tester) GROUP II Field Soils and Materials Tester AWS-CWI Welding Inspector Sunday/ Holiday 10H RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. CLASSIFICATIONS: GROUP I Training Other Payments Water Proofer Pre-Tension Concrete Roof Inspector Reinforcing Steel # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. Structural masonry 470 10F GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: LANDFILL WORKER (OPERATING ENGINEER) DETERMINATION: SC-63-12-41-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: March 31, 2020* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily Saturdayc Sunday/ (Journeyperson) Hourly and Holiday Paymentsb Hourly Holiday Rate Welfarea Rate 1 1/2X 1 1/2X 2X Mechanic $22.15 $4.21 $1.05 $1.78 $.06 $3.80 8 $33.05 $44.125 $44.125 $55.20 Lead Equipment Operator 20.15 4.12 .95 1.61 .06 3.44 8 30.33 40.405 40.405 50.48 Lead Truck Driver/ Equipment Operator 19.15 4.07 .90 1.52 .06 3.26 8 28.96 38.535 38.535 48.11 Truck Driver - End Dump/Walking Floor/Low Bed 18.15 4.02 .85 1.44 .06 3.08 8 27.60 36.675 36.675 45.75 Truck Driver - Roll Off/Transfer Station Loader Operator/Maintenance/ Fueler/Mechanic 3.98 .80 1.35 .06 2.90 8 26.24 34.815 34.815 43.39 Helper 17.15 Scale House 16.15 3.93 .75 1.27 .06 2.72 8 24.88 32.955 32.955 41.03 Load Checker/Water Truck Driver/Parts Runner 13.00 3.70 .50 .85 .06 1.81 8 19.92 26.42 26.42 32.92 Laborer 13.00 3.61 .40 .68 .06 1.45 8 19.20 25.70 25.70 32.20 a Includes an amount for Sick Leave. b Amount for employee stock ownership. c Rate applies to the sixth consecutive day of work. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained from the Office of the Director - Research Unit at (415) 703-4774. 471 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: LIGHT FIXTURE MAINTENANCE DETERMINATION: SC-830-61-1-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: April 1, 2020* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. LOCALITY: All localities within Riverside county. For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at (415) 703-4774. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Training Hours Total Daily Saturday Holiday Hourly and and Hourly & Sunday Rate Welfare Holiday Rate 1 1/2X 1 1/2X 2X Lighting Maintenance Service Person $13.00 .29 ---- .34 ---- 8 13.63 20.13 20.13 26.63 DETERMINATION: SC-830-61-2-2000-1 ISSUE DATE: February 22, 2000 EXPIRATION DATE OF DETERMINATION: April 1, 2000* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. LOCALITY: All localities within San Bernardino county. For other counties please contact the Division of Labor Statistics and Research prior to Bid Advertisement at (415) 703-4774. CLASSIFICATION Basic Hourly Rate Lighting Maintenance Service Person $13.56 RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703- 4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774. 11B Employer Payments Straight-Time Overtime Hourly Rate Health Pension Vacation Training Hours Total Daily Sunday and and Hourly Holiday Welfare Holiday Rate 1 1/2X 1 1/2X 2.43 .39 ---- .50 8 16.88 23.66 23.66 472 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING DETERMINATION: SC-3-5-4-2019-2 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: August 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Other Hours Total Daily Sunday (JOURNEYPERSON) Hourly and Holiday Payment Hourly and and Ratea Welfare Rate Saturday Holiday 1 1/2X 2X 3X e ASBESTOS WORKER Fire Safety Technician - Class I c (0-2000 hrs) $18.01 $9.23b - $0.90 $0.05 8 $28.19 $37.195d $46.20 $64.21 Fire Safety Technician - Class II c (2001-4000 hrs) $23.13 $9.23b - $1.26 $0.05 8 $33.67 $45.235d $56.80 $79.93 Fire Safety Technician - Class IIIc (4001-6000 hrs) $24.91 $9.23b $8.05 $1.33 $0.05 8 $43.57 $56.025d $68.48 $93.39 Fire Safety Technician - Class IVc (6001 or more hrs) $28.92 $9.23b $8.05 $1.53 $0.05 8 $47.78 $62.240d $76.70 $105.62 ____________________ DETERMINATION: SC-204-X-18-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: August 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily Sunday (JOURNEYPERSON) Hourly and Holidayg Payment Hourly and and Ratea Welfare Rate Saturday Holiday 1 1/2X 2X 3X PLUMBER Fire Safety Technician - Class I c (0 -2000 hrs) $19.30 $7.85 - - $0.10 $0.95 8 $28.20 $37.85f $47.50 $66.80 Fire Safety Technician - Class II c (2001-4000 hrs) $24.78 $7.85 - - $0.10 $0.95 8 $33.68 $46.07 f $57.85 $81.41 Fire Safety Technician - Class IIIc (4001-6000 hrs) $27.91 $7.85 $6.27 - $0.10 $0.95 8 $43.08 $57.035 f $70.13 $96.32 Fire Safety Technician - Class IVc (6001 or more hrs) $32.10 $7.85 $6.27 - $0.10 $0.95 8 $47.27 $63.32 f $78.01 $107.39 __________________________ a Includes an amount per hour worked for Administrative Dues. b Includes an amount for Occupational Health and Research. c The 1st man on a job site shall be a Class IV Fire Safety Technician. A Class IV must be on a job site at all times. d Rate applies to the first 2 daily overtime hours and the first 8 hours worked on Saturday. All other overtime is at the Sunday & Holiday rate. e No work shall be performed on Labor Day, except in special cases of extreme emergency and then only when triple (3) times is paid. f Rate applies to the first 2 daily overtime hours and the first 10 hours worked on Saturday. All other overtime is at the Sunday & Holiday rate. g Vacation/Holiday shall be paid at time and one half for all overtime hours and is included in the Basic Hourly Rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 11C 473 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING (SHIFT) DETERMINATION: SC-3-5-4-2019-2 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: August 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Other Hours Total Daily Sunday (JOURNEYPERSON) Hourly and Holiday Payment Hourly and and Ratea Welfare Rate Saturday Holiday ASBESTOS WORKER 1 1/2X 2X 3Xg Fire Safety Technician - Class I c (0-2000 hrs) $18.01 $9.23b - $0.90 $0.05 d $28.19 $37.195e $46.20 $64.21 Fire Safety Technician - Class II c (2001-4000 hrs) $23.13 $9.23b - $1.26 $0.05 d $33.67 $45.235e $56.80 $79.93 Fire Safety Technician - Class IIIc (4001-6000 hrs) $24.91 $9.23b $8.05 $1.33 $0.05 d $43.57 $56.025e $68.48 $93.39 Fire Safety Technician - Class IVc (6001 or more hrs) $28.92 $9.23b $8.05 $1.53 $0.05 d $47.78 $62.240e $76.70 $105.62 ____________________ DETERMINATION: SC-204-X-18-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: August 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Daily/ Sunday/ (JOURNEYPERSON) Hourly and Holidayh Payment Hourly Saturday Holiday Ratea Welfare Rate 1 1/2X 2X 3X PLUMBER Fire Safety Technician - Class I c (0 -2000 hrs) $20.27 $7.85 - - $0.10 $0.95 8 $29.17 $39.305f $49.44 $69.71 Fire Safety Technician - Class II c (2001-4000 hrs) $25.96 $7.85 - - $0.10 $0.95 8 $34.86 $47.84f $60.21 $84.95 Fire Safety Technician - Class IIIc (4001-6000 hrs) $29.22 $7.85 $6.27 - $0.10 $0.95 8 $44.39 $59.00f $72.75 $100.25 Fire Safety Technician - Class IVc (6001 or more hrs) $33.57 $7.85 $6.27 - $0.10 $0.95 8 $48.74 $65.525f $80.95 $111.80 __________________________ a Includes an amount per hour worked for Administrative Dues. b Includes an amount for Occupational Health and Research. c The 1st man on a job site shall be a Class IV Fire Safety Technician. A Class IV must be on a job site at all times. d When 2 or 3 shifts are employed, the 2nd shift shall work 7.5 hours for 8 hours pay; the 3rd shift shall work 7 hours for 8 hours pay. e Rate applies to the first 2.5 daily overtime hours on the 2nd shift; first 3 daily overtime hours on the 3rd shift; and the first 7.5 hours (2nd shift) and first 7 hours (3rd shift) worked on Saturday. All other overtime is at the Sunday & Holiday rate. f Rate applies to the first 2 daily overtime hours and the first 10 hours worked on Saturday. All other overtime is at the Sunday & Holiday rate. g No work shall be performed on Labor Day, except in special cases of extreme emergency and then only when triple (3) times is paid. h Vacation/Holiday shall be paid at time and one half for all overtime hours and is included in the Basic Hourly Rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 11D 474 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #LABORER AND RELATED CLASSIFICATIONS DETERMINATION: SC-23-102-2-2019-2 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rates Classification a Basic Health Pension Vacation/ Training Other Hours Total Dailyb Saturdaybc Sunday (Journeyperson) Hourly and and Payment Hourly and Rate Welfare Holidayd Rate 1 1/2X 1 1/2X Holiday CLASSIFICATION GROUPS Group 1 $35.24 7.47 8.90 4.87 0.69 0.61 8 57.78 75.400 75.400 93.02 Group 2 35.79 7.47 8.90 4.87 0.69 0.61 8 58.33 76.225 76.225 94.12 Group 3 36.34 7.47 8.90 4.87 0.69 0.61 8 58.88 77.050 77.050 95.22 Group 4 37.89 7.47 8.90 4.87 0.69 0.61 8 60.43 79.375 79.375 98.32 Group 5 38.24 7.47 8.90 4.87 0.69 0.61 8 60.78 79.900 79.900 99.02 ___________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a For classification within each group, see page 14. b Any hours worked over 12 hours in a single workday are double (2) time. c Saturdays in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather or similar Act of God, or a situation beyond the employers control. d Includes an amount per hour worked for supplemental dues RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 13 475 DETERMINATION: SC-23-102-2-2019-2 CLASSIFICATION GROUPS GROUP 1 Boring Machine Helper (Outside) Certified Confined Space Laborer Cleaning and Handling of Panel Forms Concrete Screeding for Rough Strike-Off Concrete, Water Curing Demolition Laborer, the cleaning of brick if performed by an employee performing any other phase of demolition work, and the cleaning of lumber Fiberoptic Installation, Blowing, Splicing, and Testing Technician on public right-of- way only Fire Watcher, Limbers, Brush Loaders, Pilers and Debris Handlers Flagman Gas, Oil and/or Water Pipeline Laborer Laborer, Asphalt-Rubber Material Loader Laborer, General or Construction Laborer, General Cleanup Laborer, Jetting Laborer, Temporary Water and Air Lines Plugging, Filling of Shee-Bolt Holes; Dry Packing of Concrete and Patching Post Hole Digger (Manual) Railroad Maintenance, Repair Trackman and Road Beds; Streetcar and Railroad Construction Track Laborers Rigging and Signaling Scaler Slip Form Raisers Tarman and Mortar Man Tool Crib or Tool House Laborer Traffic Control by any method Water Well Driller Helper Window Cleaner Wire Mesh Pulling - All Concrete Pouring Operations GROUP 2 Asphalt Shoveler Cement Dumper (on 1 yard or larger mixer and handling bulk cement) Cesspool Digger and Installer Chucktender Chute Man, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundations, footings, curbs, gutters and sidewalks Concrete Curer-Impervious Membrane and Form Oiler Cutting Torch Operator (Demolition) Fine Grader, Highways and Street Paving, Airport, Runways, and similar type heavy construction Gas, Oil and/or Water Pipeline Wrapper-Pot Tender and Form Man Guinea Chaser Headerboard Man-Asphalt Installation of all Asphalt Overlay Fabric and Materials used for Reinforcing Asphalt Laborer, Packing Rod Steel and Pans Membrane Vapor Barrier Installer Power Broom Sweepers (small) Riprap, Stonepaver, placing stone or wet sacked concrete Roto Scraper and Tiller Sandblaster (Pot Tender) Septic Tank Digger and Installer (leadman) GROUP 2 (continued) Tank Scaler and Cleaner Tree Climber, Faller, Chain Saw Operator, Pittsburgh Chipper and similar type Brush Shredders Underground Laborer, including Caisson Bellower GROUP 3 Asphalt Installation of all fabrics Buggymobile Man Compactor (all types including Tampers, Barko, Wacker) Concrete Cutting Torch Concrete Pile Cutter Driller, Jackhammer, 2 1/2 ft. drill steel or longer Dri Pak-it Machine Gas, Oil and/or Water Pipeline Wrapper - 6-inch pipe and over by any method, inside and out Impact Wrench, Multi-Plate Kettlemen, Potmen and Men applying asphalt, lay-kold, creosote, lime caustic and similar type materials Laborer, Fence Erector Material Hoseman (Walls, Slabs, Floors and Decks) Operators of Pneumatic, Gas, Electric Tools, Vibrating Machines, Pavement Breakers, Air Blasting, Come-Alongs, and similar mechanical tools not separately classified herein; operation of remote controlled robotic tools in connection with Laborers work Pipelayer's backup man, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services Power Post Hole Digger Rock Slinger Rotary Scarifier or Multiple Head Concrete Chipping Scarifier Steel Headerboard Man and Guideline Setter Trenching Machine, Hand Propelled GROUP 4 Any Worker Exposed to Raw Sewage Asphalt Raker, Luteman, Ironer, Asphalt Dumpman, and Asphalt Spreader Boxes (all types) Concrete Core Cutter (walls, floors or ceilings), Grinder or Sander Concrete Saw Man, Cutting Walls or Flat Work, Scoring old or new concrete Cribber, Shorer, Lagging, Sheeting and Trench Bracing, Hand-Guided Lagging Hammer Head Rock Slinger High Scaler (including drilling of same) Laborer, Asphalt-Rubber Distributor Bootman Laser Beam in connection with Laborer's work Oversize Concrete Vibrator Operator, 70 pounds and over Pipelayer Prefabricated Manhole Installer Sandblaster (Nozzleman), Water Blasting, Porta Shot-Blast Subsurface Imaging Laborer Traffic Lane Closure, certified GROUP 5 Blasters Powderman Driller Toxic Waste Removal Welding, certified or otherwise in connection with Laborers’ work 14 476 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: TUNNEL WORKER (LABORER) DETERMINATION: SC-23-102-12-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday (Journeyperson) Hourly and Holiday Payments Hourly and Rate Welfare Rate 1 1/2Xc 1 1/2Xc Holiday Group I $41.29 $7.47 $8.90 a$4.87 $0.69 $0.61 8 $63.83 $84.475 $84.475 $105.12 Group II $41.61 $7.47 $8.90 a$4.87 $0.69 $0.61 8 $64.15 $84.955 $84.955 $105.76 Group III $42.07 $7.47 $8.90 a$4.87 $0.69 $0.61 8 $64.61 $85.645 $85.645 $106.68 Group IVb $42.76 $7.47 $8.90 a$4.87 $0.69 $0.61 8 $65.30 $86.680 $86.680 $108.06 a Includes an amount per hour worked for supplemental dues. b The classification “Shaft and Raise Work” shall be applicable to all work from the entrance to the shaft or raise and including surge chambers. This classification shall apply to all work involving surge chambers up to ground level. c All work performed over 12 hours in a single work day shall be paid for at double time (2x). CLASSIFICATIONS Group I Batch Plant Laborer Bottom Lander Changehouseman Dumpman Outside Dumpman Loading and Unloading Agitator Cars Nipper Pot Tender using mastic or other materials Rollover Dumpman Shotcrete Man (helper) Subsurface Laborer (non-miner) Swamper/Brakemen (Brakeman and Switchman on tunnel work) Tool Man Top Lander Tunnel Materials Handling Man Group II Bull Gang Mucker Trackman Chemical Grout Jetman Chucktender Cabletender Concrete crew-include Rodders and Spreaders Grout Mixerman Grout Pumpman Operating of Trowling and/or Grouting Machines Vibratorman Jack Hammer Pneumatic Tools (except driller) Group III Blaster Driller Powderman Cherry Pickerman Grout Gunman Jackleg Miner Jumbo Man Kemper and other Pneumatic Concrete Placer Operator Miner - Tunnel (hand or machine) Micro-Tunneling, Micro-Tunneling Systems Nozzleman Powderman-Primer House Primer Man Sandblaster Segment Erector Steel Form Raiser and Setter Timberman, Retimberman, wood or steel Tunnel Concrete Finisher Group IV Shaft and Raise Workb Diamond Driller RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 15 477 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: GUNITE WORKER (LABORER) DETERMINATION: SC-102-345-1-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation Other Hours Total Daily Saturdayf Sunday (Journeyperson) Hourly and and Payments Hourly and Rate Welfare Holiday Rate 1 1/2Xb 2X 1 1/2Xc 2X Holiday Ground Wire Man, Nozzleman, Rodman $44.05d 7.47 7.00 a 5.93 0.09 8 64.54 86.565 108.59 86.565 108.59 108.59 Gunman 43.10d 7.47 7.00 a 5.93 0.09 8 63.59 85.14 106.69 85.14 106.69 106.69 Reboundman 39.56d 7.47 7.00 a 5.93 0.09 8 60.05 79.83 99.61 79.83 99.61 99.61 Entry-Level Gunite Worker Step 1e (0-1000 hours) 27.30d 4.40 6.11 a 5.93 0.06 8 43.80 57.45 71.10 57.45 71.10 71.10 Entry-Level Gunite Worker Step 2e (1001- 2000 hours) 29.30d 4.40 6.11 a 5.93 0.06 8 45.80 60.45 75.10 60.45 75.10 75.10 _____________________________ a Includes an amount per hour worked for Supplemental Dues. b Rate applies to the first 3 overtime hours. c Rate applies to the first 11 overtime hours. dEmployees working from a Bos’n’s Chair or suspended from a rope or cable shall receive $0.40/hour above this rate. eRatio is one Entry- Level Gunite Worker for the 1st 4 Journeymen on the job (although the Entry-Level Gunite Worker may be the 2nd worker on the job) and 1 Entry-Level Gunite Worker for every 4 Journeymen thereafter (the Entry-Level Gunite Worker may not be on the job until after all 4 Journeymen are on the job). f In the event it is not reasonably possible to complete forty (40) hours of work on an eight (8) hour day shift, Monday through Friday, then the balance of the forty (40) hours may be worked on Saturday at the straight time rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774. 16 478 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: HOUSEMOVER (LABORER) DETERMINATION: SC-102-507-1-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation/ Training Other Hours Total Dailyc Saturdayc,d Sunday/ (Journeyperson) Hourly and Holidaya Paymentsb Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Housemover $35.29 7.47 8.90 4.87 0.69 0.51 8.0 57.73 75.375 75.375 93.02 ____________________________ a Includes Supplemental Dues contribution. b Include an amount for Contract Administration Fund ($0.07), Contract Compliance Trust Fund ($0.30), Industry Fund ($0.08), and Laborers Trusts' Administrative Trust Fund ($0.06). c Any hours over 12 hours in a single workday are double time. d If the employee is unable to complete the forty (40) hours during the normal workweek, Monday through Friday, due to inclement weather or a situation beyond the employers control, then the balance of the forty (40) hours may be worked on Saturday at the straight-time rate in the same workweek. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by containing the Office of the Director - Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 17 479 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #LANDSCAPE/IRRIGATION LABORER/TENDER DETERMINATION: SC-102-X-14-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: July 31, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Pension Vacation Training Other Hours Total Dailyb Saturdayb Sunday/ (Journeyperson) Hourly and and Hourly Holiday Rate Welfare Holiday Rate 1 1/2X 1 1/2X 2X Landscape/Irrigation Laborer $33.43 $7.47 $8.90 $4.87a $0.69 $0.48 8 $55.84 $72.555 $72.555 $89.27 Landscape Hydro Seeder $34.53 $7.47 $8.90 $4.87a $0.69 $0.48 8 $56.94 $74.205 $74.205 $91.47 __________________________________ DETERMINATION: SC-102-X-14-2019-1A ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: July 31, 2020* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura counties. Landscape/Irrigation Tenderc $15.30 $2.45 $1.25 $1.03a -- -- 8 $20.03 $27.68 $27.68 $35.33 _________ #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet at http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' Website at http://www.dir.ca.gov/das/das.html. a Includes an amount per hour worked for Supplemental Dues. b Rate applies to first 4 daily overtime hours and the first 12 hours on Saturday. All other time is paid at the Sunday and Holiday double-time rate. c The first employee on the jobsite shall be a Landscape/Irrigation Laborer; the second employee on the jobsite must be an Apprentice or a Landscape/Irrigation Laborer; and the third and fourth employees may be Tenders. The fifth employee on the jobsite shall be a Landscape/Irrigation Laborer; the sixth employee must be an Apprentice or a Landscape/Irrigation Laborer ; and the seventh and eight employees may be Tenders. Thereafter, Tenders may be employed with Landscape/Irrigation Laborers in a 50/50 ratio on each jobsite. However, plant establishment may be performed exclusively by Landscape/Irrigation Tenders without the supervision of a Journeyman. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774. 18-A 480 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: TREE MAINTENANCE1 (LABORER) (APPLIES ONLY TO ROUTINE TREE MAINTENANCE WORK, NOT CONSTRUCTION AND/OR LANDSCAPE CONSTRUCTION2) DETERMINATION: SC-102-X-20-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATIONa Basic Health Pension Vacation Training Other Hours Total Daily Sunday/ (Journeyperson) Hourly and and Hourly Holiday Rate Welfare Holiday Rate 1 1/2Xb 2X Senior Tree Trimmer $20.40 $2.45 $1.75 $2.17 - $0.30 8 $27.07 $37.27 $47.47 Tree Trimmer $18.40 $2.45 $1.75 $1.97 - $0.30 8 $24.87 $34.07 $43.27 Groundsperson $15.65 $2.45 $1.75 $1.82 - $0.30 8 $21.97 $29.795 $37.62 _________ a There shall be at least one Senior Tree Trimmer on crews of three or more. b Monday thru Saturday shall constitute a workweek. Rate applies to first 4 overtime hours Monday thru Saturday, and all time worked in excess of forty (40) hours per workweek. All other time is paid at the Sunday and Holiday double-time rate. 1 This determination does not apply to the work of a landscape laborer employed on landscape construction (work incidental to construction or post- construction maintenance during the plant installation and establishment period) or to tree trimming work involving line clearance. 2 This determination does not apply to tree trimming, removal, or planting work performed on construction or landscape construction contracts. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774. 18-B 481 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 CRAFT: LANDSCAPE MAINTENANCE LABORER (APPLIES ONLY TO ROUTINE LANDSCAPE MAINTENANCE WORK NOT NEW LANDSCAPE CONSTRUCTION)1 DETERMINATION: SC-LML-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: March 31, 2020* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director – Research Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued. Employer Payments Straight-Time Overtime LOCALITY: Basic Health Pension Vacation Holiday Training Hours Total 1 1/2X Hourly and Hourly Rate Welfare Rate Imperial $13.00 - - a 0.115 0.17 - 8 b13.285 b19.785 Inyo, Mono and San Bernardino 13.00 - - 0.30 0.17 - 8 13.47 19.97 Kern 13.00 - - c 0.16 0.17 - 8 b13.33 b19.83 13.00 - - d 0.27 0.46 - 8 b13.73 b20.23 Los Angeles 13.00 0.89 - e 0.115 0.14 - 8 b14.145 b20.645 Orange 13.00 - - f 0.11 0.11 - 8 b13.22 b19.72 Riverside 13.00 - - g 0.20 0.16 - 8 b13.36 b19.86 San Diego 13.00 - - 0.22 0.115 - 8 13.335 19.835 13.00 - - 0.24 0.12 - 8 13.36 19.86 San Luis Obispo 13.00 - - k 0.15 0.15 - 8 13.30 19.80 13.00 - - l 0.16 0.16 - 8 13.32 19.82 Santa Barbara 13.00 - - h 0.12 0.12 - 8 b13.24 b19.74 13.00 - - i 0.13 0.13 - 8 b13.26 b19.76 Ventura 13.00 - - 0.115 0.16 - 8 13.275 19.775 13.00 2.97 - j 0.19 0.26 - 8 b16.42 b22.92 _____________________________ NOTE: If there are two rates, the first rate is for routine work, the second rate is for complex work. a $0.22 after 3 years of service. b Computation is based on the first years of employment. This rate should be increased by any applicable vacation increase as stated in other footnotes. c $0.31 after 2 years of service. d $0.54 after 2 years of service: $0.81 after 3 years of service. e $0.24 after 3 years of service: $0.37 after 7 years of service. f $0.22 after 4 years of service. g $0.40 after 3 years of service. h $0.23 after 2 years of service. i $0.27 after 2 years of service. j $0.38 after 3 years of service. k $0.29 after 2 years of service. l $0.31 after 2 years of service. 1 This determination does not apply to work of a landscape laborer employed on landscape construction (work incidental to construction or post-construction maintenance during the plant installation and establishment period). The following is a description of the landscape work cover under this determination: ROUTINE – mowing, watering, pruning, trimming, weeding, spraying, occasional planting and replacement of plants and janitorial work incidental to such landscape maintenance. COMPLEX – servicing of irrigation and sprinkler systems, repairing of equipment use in such landscape maintenance. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 18C 482 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: ASBESTOS AND LEAD ABATEMENT (LABORER) DETERMINATION: SC-102-882-1-2020-1 ISSUE DATE: February 22, 2020 EXPIRATION DATE OF DETERMINATION: February 28, 2021** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Otherb Hours Total Daily Saturdayc Sunday/ (Journeyperson) Hourly and Holidaya Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Asbestos and Lead Abatement Worker $36.13 7.47 9.15 4.97 0.75 0.51 8 $58.98 $77.045 $77.045 $95.11 ________________ a Includes an amount for supplemental dues. b Includes amounts for Center for Contract Compliance, Contract Administration Fund, Industry Fund, and Laborers' Trust Administrative Trust Fund. c Saturdays in the same work week may be worked at straight-time if the job is shut down during the normal work week due to inclement weather, or reasons beyond the control of the employer. NOTE: Asbestos Abatement must be trained and the work conducted according to the Code of Federal Regulations 29 CFR 1926.58, the California Labor Code 6501.5 and the California Code of Regulations Title 8, Section 5208. Contractors must be certified by the Contractors' State License Board and registered with the Division of Occupational Safety and Health (DOSH). For further information, contact the Asbestos Contractors Abatement Registration Unit, DOSH at (916) 574-2993. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774. 18-D 483 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: # PARKING AND HIGHWAY IMPROVEMENT (STRIPING, SLURRY AND SEAL COAT OPERATIONS-LABORER) DETERMINATION: SC-23-102-6-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura counties. Employer Payments Straight-Time Overtime Hourly Rates Classification Basic Health Pension Vacation/ Training Other Hours b Total Daily 6th & 7th Holiday (Journeyperson) Hourly and Holiday Hourly Day c Rate Welfare Rate 1 1/2X 1 1/2X 2X CLASSIFICATION GROUPS Group 1 $37.91 $7.47 $5.85 $5.11a $1.31 $0.50 8 $58.15 $77.105 $77.105 $96.06 Group 2 39.21 7.47 5.85 5.11a 1.31 0.50 8 59.45 79.055 79.055 98.66 Group 3 41.22 7.47 5.85 5.11a 1.31 0.50 8 61.46 82.070 82.070 102.68 Group 4 42.96 7.47 5.85 5.11a 1.31 0.50 8 63.20 84.680 84.680 106.16 ______________________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Includes an amount per hour worked for Supplemental Dues. b Straight-time hours: 8 consecutive hours per day. 40 hours over 5 consecutive days, Monday through Sunday shall constitute a week’s work at straight time. c The sixth consecutive day in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. CLASSIFICATION GROUPS: Group 1 Protective coating, Pavement sealing (repairs and filling of cracks by any method to parking lots, game courts and playgrounds, and tracks, whether indoor or outdoor) Installation of carstops Traffic Control Person & Serviceman; including work of installing and protecting utility covers, traffic delineating devices, posting of no parking and notifications for public convenience Asphalt Repair Equipment Repair Technician Truncated Dome Assitant Decorative Asphalt Surfacing Applicator Assistant Group 2 Traffic Surface Abrasive Blaster Pot Tender Traffic Control Person/Certified Traffic Control Person Repairing and filling of cracks and surface cleaning on streets, highways, and airports by any means, and other work not directly connected with the application of slurry seal Slurry Seal Squeegeeman (finisher) Bob Cat/Skid Steer Seal Roller Forklift Group 3 Traffic Delineating Device Applicator Traffic Protective System Installer Pavement Marking Applicator 18E Slurry Seal Applicator Operator (Line Driver-including self-contained distribution units, aggregate spreader truck) Shuttleman (loader/slurry machine operations) operation of all related machinery and equipment; handling of related materials Truncated Dome Technician Decorative Asphalt Surfacing Applicator Group 4 Traffic Striping Applicator Slurry Seal Mixer Operator Power Broom Sweeper (operation of all related trucks, machinery and equipment; Handling of related materials) 484 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: # CEMENT MASON DETERMINATION: SC-23-203-2-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura Counties. Employer Payments Straight-Time Overtime Hourly Rate CLASSIFICATION Basic Health Total Sunday/ (JOURNEYPERSON) Hourly and Vacation/ Other Hourly Daily Saturdaya Holiday Rate Welfare Pension Holiday Training Payments Hours Rate 1 1/2X 1 1/2X 2X Cement Mason, Curb and Gutter Machine Operator; Clary and Similar Type of Screed Operator (Cement only); Grinding Machine Operator (all types); Jackson Vibratory, Texas Screed and Similar Type Screed Operator; Scoring Machine Operator $37.00 8.17 9.68 7.04b 0.64 0.27 8 62.80 81.30c 81.30c 99.80 Magnesite, magnesite-terrazzo and mastic composition, Epoxy,. Urethanes and exotic coatings, Dex-O-Tex $37.12 8.17 9.68 7.04b 0.64 0.27 8 62.92 81.48c 81.48c 100.04 Floating and Troweling Machine Operator $37.25 8.17 9.68 7.04b 0.64 0.27 8 63.05 81.675c 81.675c 100.30 ___________________________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Saturday in the same work week may be worked at straight-time rate, up to 8 hours on Saturday or when the employee has worked a total of 40 hours in the work week, if it is not reasonably possible for any individual employee on a particular job site to complete 40 hours of work on a 8 hour day, Monday through Friday, due to inclement weather or similar act of God or a situation beyond the control of the contractor. b Includes an amount for supplemental dues. c Rate applies to the first 4 daily overtime hours and the first 12 hours worked on Saturday. All other time is paid at the double time (2X) rate. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 20 485 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #TEAMSTER (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) DETERMINATION: SC-23-261-2-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classificationc Basic Health Pension Vacation/ Traininge Other Hours Total Dailyd Saturday d Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 31.59 18.62 6.00 3.15a 1.82 .45 8 61.63 77.43 77.43 93.22 Group II 31.74 18.62 6.00 3.15a 1.82 .45 8 61.78 77.65 77.65 93.52 Group III 31.87 18.62 6.00 3.15a 1.82 .45 8 61.91 77.85 77.85 93.78 Group IV 32.06 18.62 6.00 3.15a 1.82 .45 8 62.10 78.13 78.13 94.16 Group V 32.09 18.62 6.00 3.15a 1.82 .45 8 62.13 78.18 78.18 94.22 Group VI 32.12 18.62 6.00 3.15a 1.82 .45 8 62.16 78.22 78.22 94.28 Group VII 32.37 18.62 6.00 3.15a 1.82 .45 8 62.41 78.60 78.60 94.78 Group VIII 32.62 18.62 6.00 3.15a 1.82 .45 8 62.66 78.97 78.97 95.28 Group IX 32.82 18.62 6.00 3.15a 1.82 .45 8 62.86 79.27 79.27 95.68 Group X 33.12 18.62 6.00 3.15a 1.82 .45 8 62.16 79.72 79.72 96.28 Group XI 33.62 18.62 6.00 3.15a 1.82 .45 8 63.66 80.47 80.47 97.28 Subjourneymanb 0-2000 hours 17.80 18.62 6.00 2.00a 1.82 .45 8 46.69 55.59 55.59 64.49 2001-4000 hours 19.80 18.62 6.00 2.25a 1.82 .45 8 48.94 58.84 58.84 68.74 4001-6000 hours 21.80 18.62 6.00 2.50a 1.82 .45 8 51.19 62.09 62.09 72.99 Over 6000 hours and thereafter at journeyman rates ___________________ # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp . To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. c For classifications within each group, see page 21A. d Rate applies to the first 4 daily overtime hours on weekdays and the first 12 hours on Saturday. All other overtime is paid at the Sunday/Holiday double-time rate. e Includes $0.60 for Apprentice Program Fund and $1.22 for Teamster Training and Upgrading Trust. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 21 486 DETERMINATION: SC-23-261-2-2019-1 Group I Warehouseman and Teamster Group II Driver of Vehicle or Combination of Vehicles - 2 axles Traffic Control Pilot Car, excluding moving heavy equipment permit load Truck Mounted Power Broom Group III Driver of Vehicle or Combination of Vehicles - 3 axles Bootman Cement Mason Distribution Truck Fuel Truck Driver Water Truck - 2 axles Dump Truck of less than 16 yards water level Erosion Control Driver Group IV Driver of Transit Mix Truck-Under 3 yds Dumpcrete Truck Less than 6 1/2 yards water level Truck Repairman Helper Group V Water Truck 3 or more axles Warehouseman Clerk Slurry Truck Driver Group VI Driver of Transit Mix Truck - 3 yds or more Dumpcrete Truck 6 1/2 yds water level and over Driver of Vehicle or Combination of Vehicles - 4 or more axles Driver of Oil Spreader Truck Dump Truck 16 yds to 25 yds water level Side Dump Trucks Flow Boy Dump Trucks Group VII A Frame, Swedish Crane or Similar Forklift Driver Ross Carrier Driver Group VIII Dump Truck of 25 yds to 49 yards water level Truck Repairman Water Pull Single Engine Welder Group IX Truck Repairman Welder Low Bed Driver, 9 axles or over Group X Working Truck Driver Truck Greaser and Tireman - $0.50 additional for Tireman Pipeline and Utility Working Truck Driver, including Winch Truck and Plastic Fusion, limited to Pipeline and Utility Work Dump Truck and Articulating - 50 yards or more water level Water Pull Single Engine with attachment Group XI Water Pull Twin Engine Water Pull Twin Engine with attachments Winch Truck Driver - $0.25 additional when operating a Winch or similar special attachments 21A 487 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #TEAMSTER (SPECIAL SHIFT) (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) DETERMINATION: SC-23-261-2-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classificationc Basic Health Pension Vacation/ Traininge Other Hours Total Dailyd Saturdayd Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 32.09 18.62 6.00 3.15a 1.82 .45 8 62.13 78.18 78.18 94.22 Group II 32.24 18.62 6.00 3.15a 1.82 .45 8 62.28 78.40 78.40 94.52 Group III 32.37 18.62 6.00 3.15a 1.82 .45 8 62.41 78.60 78.60 94.78 Group IV 32.56 18.62 6.00 3.15a 1.82 .45 8 62.60 78.88 78.88 95.16 Group V 32.59 18.62 6.00 3.15a 1.82 .45 8 62.63 78.93 78.93 95.22 Group VI 32.62 18.62 6.00 3.15a 1.82 .45 8 62.66 78.97 78.97 95.28 Group VII 32.87 18.62 6.00 3.15a 1.82 .45 8 62.91 79.35 79.35 95.78 Group VIII 33.12 18.62 6.00 3.15a 1.82 .45 8 63.16 79.72 79.72 96.28 Group IX 33.32 18.62 6.00 3.15a 1.82 .45 8 63.36 80.02 80.02 96.68 Group X 33.62 18.62 6.00 3.15a 1.82 .45 8 63.66 80.47 80.47 97.28 Group XI 34.12 18.62 6.00 3.15a 1.82 .45 8 64.16 81.22 81.22 98.28 Subjourneymanb 0-2000 hours 17.80 18.62 6.00 2.00a 1.82 .45 8 46.69 55.59 55.59 63.49 2001-4000 hours 19.80 18.62 6.00 2.25a 1.82 .45 8 48.94 58.84 58.84 68.74 4001-6000 hours 21.80 18.62 6.00 2.50a 1.82 .45 8 51.19 62.09 62.09 72.99 Over 6000 hours and thereafter at journeyman rates ___________________ #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. c For classifications within each group, see page 21A. d Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. All other overtime is paid at the Sunday/Holiday double-time rate. e Includes $0.60 for Apprentice Program Fund and $1.22 for Teamster Training and Upgrading Trust. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 21B 488 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS CRAFT: #TEAMSTER (SECOND SHIFT) (APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE) DETERMINATION: SC-23-261-2-2019-1 ISSUE DATE: August 22, 2019 EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties Employer Payments Straight-Time Overtime Hourly Rates Classificationc Basic Health Pension Vacation/ Trainingf Other Hoursd Total Dailye Saturdaye Sunday/ (Journeyperson) Hourly and Holiday Payments Hourly Holiday Rate Welfare Rate 1 1/2X 1 1/2X 2X Group I 32.59 18.62 6.00 3.15a 1.82 .45 8 62.63 78.93 78.93 95.22 Group II 32.74 18.62 6.00 3.15a 1.82 .45 8 62.78 79.15 79.15 95.52 Group III 32.87 18.62 6.00 3.15a 1.82 .45 8 62.91 79.35 79.35 95.78 Group IV 33.06 18.62 6.00 3.15a 1.82 .45 8 63.10 79.63 79.63 96.16 Group V 33.09 18.62 6.00 3.15a 1.82 .45 8 63.13 79.68 79.68 96.22 Group VI 33.12 18.62 6.00 3.15a 1.82 .45 8 63.16 79.72 79.72 96.28 Group VII 33.37 18.62 6.00 3.15a 1.82 .45 8 63.41 80.10 80.10 96.78 Group VIII 33.62 18.62 6.00 3.15a 1.82 .45 8 63.66 80.47 80.47 97.28 Group IX 33.82 18.62 6.00 3.15a 1.82 .45 8 63.86 80.77 80.77 97.68 Group X 34.12 18.62 6.00 3.15a 1.82 .45 8 64.16 81.22 81.22 98.28 Group XI 34.62 18.62 6.00 3.15a 1.82 .45 8 64.66 81.97 81.97 99.28 Subjourneymanb 0-2000 hours 17.80 18.62 6.00 2.00a 1.82 .45 8 46.69 55.59 55.59 64.49 2001-4000 hours 19.80 18.62 6.00 2.25a 1.82 .45 8 48.94 58.84 58.84 68.74 4001-6000 hours 21.80 18.62 6.00 2.50a 1.82 .45 8 51.19 62.09 62.09 72.99 Over 6000 hours and thereafter at journeyman rates ___________________ #Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. b Subjourneyman may be employed at a ratio of one subjourneyman for every five journeymen. c For classifications within each group, see page 21A. d The third shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday through Friday. e Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. All other overtime is paid at the Sunday/Holiday double-time rate. f Includes $0.60 for Apprentice Program Fund and $1.22 for Teamster Training and Upgrading Trust. RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/oprl/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director – Research Unit at (415) 703-4774. 21C 489 DETERMINATION: SC-102-1184-1-2019-1 ISSUE DATE: August 22, 2019 Overtime Hourly Rate Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturdayb Sunday/ (Journeyperson) Hourly and Holidaya Payments Hourly Holiday Rate Welfare Rate 1 1/2x 1 1/2x 2x GROUP I (Drilling Crew Laborer)$36.70 $7.47 $5.25 $3.40 $0.40 $0.98 8 $54.20 72.550 72.550 $90.90 GROUP II (Vehicle Operator/Hauler)$36.87 $7.47 $5.25 $3.40 $0.40 $0.98 8 $54.37 72.805 72.805 $91.24 GROUP III (Horizontal Directional Drill Operator)$38.72 $7.47 $5.25 $3.40 $0.40 $0.98 8 $56.22 75.580 75.580 $94.94 GROUP IV Subsurface Imaging Laborer)$40.72 $7.47 $5.25 $3.40 $0.40 $0.98 8 $58.22 78.580 78.580 $98.94 ____________________________ 21-D RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Holiday provisions for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774. TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Office of the Director - Research Unit at (415) 703-4774. Straight-Time Employer Payments b In the event, due to inclement weather, major equipment breakdown, or similar Act of God, it is not reasonably possible to complete forty (40) hours of work Monday through Friday, then the balance of the forty (40) hours may be worked on Saturday at the straight-time rate. # Indicates an apprenticeable craft. The current apprentice wage rates are available on the Internet @ http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp. To obtain any apprentice wage rates as of July 1, 2008 and prior to September 27, 2012, please contact the Division of Apprenticeship Standards or refer to the Division of Apprenticeship Standards' website at http://www.dir.ca.gov/das/das.html. a Includes an amount for Supplemental Dues. (Electronic Tracking Locator, CRAFT: # HORIZONTAL DIRECTIONAL DRILLING (LABORER) FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS EXPIRATION DATE OF DETERMINATION: June 30, 2020** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Office of the Director – Research Unit for specific rates at (415) 703-4774. LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties. 490 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONSPURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.4FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTSLOCALITY: VENTURA COUNTYDETERMINATION: VEN-2020-1EMPLOYER PAYMENTSSTRAIGHT-TIME OVERTIME HOURLY RATECRAFT (JOURNEY LEVEL)ISSUE DATEEXPIRATION DATE BASIC HOURLY RATEHEALTH AND WELFAREPENSIONVACATION/ HOLIDAYTRAININGOTHER PAYMENTSHOURSTOTAL HOURLY RATEDAILY SATURDAYSUNDAY AND HOLIDAY#BRICKLAYER, STONEMASON,CEMENT BLOCKLAYER, POINTER, CAULKER, CLEANER2/22/2020 04/30/2020**A 40.550 8.750 7.910 - B 0.990 0.450C 8.0 58.650D 78.920D 78.920 99.200#BRICKLAYER:MASON FINISHER2/22/2020 04/30/2020*A 28.670 8.750 8.610 - B 0.870 0.450C 8.0 47.350D 61.690D 61.690 76.020#EBRICK TENDER8/22/2019 06/30/2020** 33.060 7.470 8.400F 4.380 0.650 0.440C 8.0 54.400 70.930 70.930 87.460FORKLIFT OPERATOR8/22/2019 06/30/2020** 33.510 7.470 8.400F 4.380 0.650 0.440C 8.0 54.850 71.600 71.600 88.360#CARPET, LINOLEUM,RESILIENT TILE LAYER2/22/2020 12/31/2020**G 37.550 5.480 5.550 2.120 0.630 0.280 8.0 51.610 70.390H 70.390 89.160IMATERIAL HANDLER2/22/2020 12/31/2020**G 13.000 5.480 1.940 0.620 0.630 0.280 8.0 21.950 28.450J 28.450 34.950#DRYWALL FINISHERDRYWALL FINISHER2/22/2020 09/30/2020**G 42.180 8.850 6.880 3.070 0.720 0.870 8.0 62.570 83.660K 83.660 104.750#ELECTRICIAN:SOUND INSTALLER2/22/2020 12/27/2020** 36.970 8.560L 4.370 - 0.650M 0.250 8.0 51.910N 70.950N 70.950 89.990OINSIDE WIREMAN2/22/2020 07/26/2020**P 41.100 8.960Q 16.640R - 1.000 0.960 8.0 69.890S 99.380S 99.380 128.870OCABLE SPLICER2/22/2020 07/26/2020**P 45.210 8.960Q 16.640R - 1.000 1.000 8.0 74.170S 105.770S 105.770 137.370OTRANSPORTATION SYSTEMS WIREMAN2/22/2020 07/26/2020**P 41.100 8.960Q 16.640R - 1.000 0.960 8.0 69.890S 99.380S 99.380 128.870OTRANSPORTATION SYSTEMS TECHNICIAN2/22/2020 07/26/2020**P 30.830 8.960Q 16.640R - 1.000 0.860 8.0 59.210S 83.410S 83.410 107.610#FIELD SURVEYOR:TCHIEF OF PARTY (018.167-010)2/22/2020 09/30/2020** 52.060 11.600 11.150F 4.770 1.150 0.150 8.0 80.880N 106.910N 106.910 132.940TINSTRUMENTMAN (018.167-034)2/22/2020 09/30/2020** 49.260 11.600 11.150F 4.600 1.150 0.150 8.0 77.910N 102.540N 102.540 127.170TCHAINMAN/RODMAN (869.567-010)2/22/2020 09/30/2020** 48.680 11.600 11.150F 4.550 1.150 0.150 8.0 77.280N 101.620N 101.620 125.960#GLAZIER2/22/2020 05/31/2020*U 45.450V 7.750 12.950W - 0.770 0.880 8.0 67.800X 89.530X 89.530 111.250#MARBLE FINISHER8/22/2019 05/31/2020*Y 33.430 9.250 3.950 - 0.910 0.370 8.0 47.910Z 64.630AA64.630AB81.340#PAINTER:ACPAINTER, LEAD ABATEMENT2/22/2020 06/30/2020**P 30.040 8.900 4.040 2.490 0.600 1.010 8.0 47.080AD62.100AD62.100AD62.100ACREPAINT PAINTER, LEAD ABATEMENT2/22/2020 06/30/2020**P 25.400 8.900 4.040 2.330 0.600 1.010 8.0 42.280AE54.980AE54.980AE54.980ACINDUSTRIAL PAINTER2/22/2020 06/30/2020**P 34.020 8.900 4.040 2.850 0.700 1.010 8.0 51.520AD68.530AD68.530AD68.530ACINDUSTRIAL REPAINT PAINTER2/22/2020 06/30/2020**P 30.340 8.900 4.040 2.710 0.700 1.010 8.0 47.700AE62.870AE62.870AE62.870AFGRAFFITI REMOVAL WORKER JOURNEYMAN (APPLIES ONLY TO PAINT-OVER METHOD)2/22/2020 01/31/2021* 23.000 7.900 0.640 - 0.750 - 8.0 32.290 43.790J 43.790 55.290AGGRAFFITI REMOVAL WORKER 1 (APPLIES ONLY TO PAINT-OVER METHOD)2/22/2020 01/31/2021* 16.000 7.900 0.640 - 0.750 - 8.0 25.290 33.290J 33.290 41.290AHGRAFFITI REMOVAL WORKER 2 (APPLIES ONLY TO PAINT-OVER METHOD)2/22/2020 01/31/2021* 16.870 7.900 0.640 - 0.750 - 8.0 26.160 34.600J 34.600 43.030#PLASTERER8/22/2019 08/04/2020** 37.860 9.380 5.840AI5.870 0.810 1.040AJ8.0 60.800AD79.730AK79.730 98.660#ALPLASTER TENDER8/22/2019 08/04/2020** 37.370 7.470 8.300AM5.180 1.020 0.960 8.0 60.300AN78.990AO78.990 97.670PLASTER CLEAN-UP LABORER8/22/2019 08/04/2020** 34.820 7.470 8.300AM5.180 1.020 0.960 8.0 57.750AN75.160AO75.160 92.570#PLUMBER:PLUMBER, INDUSTRIAL AND GENERAL PIPEFITTER2/22/2020 08/31/2020**AP51.380 9.160AQ12.250AR - 2.250AS1.270 8.0 76.310D 101.080D 101.080 124.220SEWER AND STORM DRAIN PIPELAYER2/22/2020 08/31/2020**AP38.490 9.050AQ9.400AR - 1.980AS1.270 8.0 60.190 78.510AT78.510 96.220I 491 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONSPURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.4FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTSLOCALITY: VENTURA COUNTYDETERMINATION: VEN-2020-1EMPLOYER PAYMENTSSTRAIGHT-TIME OVERTIME HOURLY RATECRAFT (JOURNEY LEVEL)ISSUE DATEEXPIRATION DATE BASIC HOURLY RATEHEALTH AND WELFAREPENSIONVACATION/ HOLIDAYTRAININGOTHER PAYMENTSHOURSTOTAL HOURLY RATEDAILY SATURDAYSUNDAY AND HOLIDAYAUSEWER AND STORM DRAIN PIPE TRADESMAN2/22/2020 08/31/2020**AV19.040 8.800 0.380 - 1.110AS1.120 8.0 30.450 39.040AT39.040 47.640SERVICE AND REPAIR2/22/2020 08/31/2020**AP49.830 9.160AQ11.940AR - 1.580AS1.270 8.0 73.780 97.770AW97.770AX120.140LANDSCAPE/IRRIGATION FITTER8/22/2019 08/31/2020**Y 34.400 9.160AQ12.250AR - 1.640AS1.070AT8.0 58.520 75.720 75.720 91.570AYLANDSCAPE/IRRIGATION TRADESMAN8/22/2019 08/31/2020**Y 14.940 3.000AQ1.130 - 0.100AS0.870AT8.0 20.040 27.510 27.510 34.980REFRIGERATION SERVICE HVACR2/22/2020 08/30/2020**G 43.980 8.810AZ6.350R - 1.110BA0.800 8.0 61.050 83.040BB83.040AB102.700REFRIGERATION SERVICE TRADESMAN HVACR2/22/2020 08/30/2020*G 13.350 8.810 0.530R - 0.610BA0.800 8.0 24.100 30.780BB30.780AB37.280BCFIRE SPRINKLER FITTER (PROTECTION AND CONTROL SYSTEMS, OVERHEAD AND UNDERGROUND)2/22/2020 03/31/2020** 39.830 10.230BD13.560 - 0.520 0.250 8.0 64.390 84.310 84.310 104.220BEFIRE SPRINKLER FITTER (PROTECTION AND CONTROL SYSTEMS, OVERHEAD AND UNDERGROUND)2/22/2020 08/31/2020* 46.510 10.230 16.800R - 1.600BF0.300 8.0 75.440BG98.690BG98.690 121.950#ROOFER8/22/2019 07/31/2020*BH39.520 8.560BI8.370BJ - 0.510BK0.630 8.0 57.590D 75.470D 75.470 93.360PITCH WORK8/22/2019 07/31/2020*BH41.270 8.560BI8.370BJ - 0.510BK0.630 8.0 59.340D 78.100D 78.100 96.860PREPARER8/22/2019 07/31/2020*BH40.520 8.560BI8.370BJ - 0.510BK0.630 8.0 58.590D 76.970D 76.970 95.360#SHEET METAL WORKER (HVAC)8/22/2019 07/31/2020**G 45.480 10.350BL18.060R - 1.640 1.260AT8.0 76.790BM99.530BM99.530 122.270#TERRAZZO FINISHER2/22/2020 08/31/2020**G 32.410 9.250 3.910R - 0.660 0.260AT8.0 46.490Z 62.690BN62.690AB78.900#TERRAZZO WORKER2/22/2020 08/31/2020**G 40.100 9.250 4.090R - 0.980 0.260AT8.0 54.680Z 74.730BN74.730AB94.780#TILE FINISHER8/22/2019 05/31/2020*Y 28.230 9.250 2.560 - 0.840 0.310 8.0 41.190Z 55.310AA55.310AB69.420#TILE LAYER8/22/2019 05/31/2020*Y 40.070 9.250 8.090 - 1.020 0.370 8.0 58.800Z 78.830AA78.830AB98.870I 492 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONSPURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1LOCALITY: VENTURA COUNTYDETERMINATION: VEN-2020-1*EFFECTIVE UNTIL SUPERSEDED BY A NEW DETERMINATION ISSUED BY THE DIRECTOR OF INDUSTRIAL RELATIONS. CONTACT THE OFFICE OF THE DIRECTOR – RESEARCH UNIT AT (415) 703-4774 FOR NEW RATES AFTER TEN DAYS AFTER THE EXPIRATION DATE IF NO SUBSEQUENT DETERMINATION IS ISSUED.**THE RATE TO BE PAID FOR WORK PERFORMED AFTER THIS DATE HAS BEEN DETERMINED. IF WORK WILL EXTEND PAST THIS DATE, THE NEW RATE MUST BE PAID AND SHOULD BE INCORPORATED IN CONTRACTS ENTERED INTO NOW. CONTACT THE OFFICE OF THE DIRECTOR – RESEARCH UNIT FOR SPECIFIC RATES AT (415) 703-4774.# INDICATES AN APPRENTICEABLE CRAFT. THE CURRENT APPRENTICE WAGE RATES ARE AVAILABLE ON THE INTERNET @ HTTP://WWW.DIR.CA.GOV/OPRL/PWAPPWAGE/PWAPPWAGESTART.ASP.&THE BASIC HOURLY RATE AND EMPLOYER PAYMENTS ARE NOT TAKEN FROM A COLLECTIVE BARGAINING AGREEMENT FOR THIS CRAFT OR CLASSIFICATION.A INCLUDES AMOUNT WITHHELD FOR DUES CHECK OFF AND CONTRACT COMPLIANCE.B INCLUDES AN AMOUNT FOR IMI TRAINING FUND.C SATURDAYS IN THE SAME WORK WEEK MAY BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORKWEEK DUE TO INCLEMENT WEATHER, OR REASONS BEYOND THE CONTROL OF THE EMPLOYER.D RATE APPLIES TO THE FIRST 2 DAILY OVERTIME HOURS AND THE FIRST 10 HOURS ON SATURDAY; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE.E THE RATIO OF BRICK TENDERS TO BRICKLAYERS SHALL BE AS FOLLOWS: ONE (1) BRICK TENDER TO NO MORE THAN THREE (3) BRICKLAYERS DURING THE INSTALLATION OF BLOCK ON A TYPICAL MASONRY PROJECT.F INCLUDES AN AMOUNT PER HOUR WORKED FOR SUPPLEMENTAL DUES.G INCLUDES AMOUNT WITHHELD FOR DUES CHECK OFF.H RATE APPLIES TO THE FIRST 12 HOURS WORKED ON SATURDAY, ALL OTHER TIME IS PAID AT DOUBLE TIME. SATURDAY MAY BE WORKED AT THE STRAIGHT-TIME HOURLY RATE FOR THE FIRST 8 HOURS IF INCLEMENT WEATHER FORCES A SYNTHETIC/ARTIFICIAL TURF PROJECT TO SHUT DOWN DURING THE REGULAR WORK WEEK (MONDAY THOUGH FRIDAY).I A MATERIAL HANDLER MAY BE UTILIZED IN RATIO OF ONE (1) MATERIAL HANDLER WITH ANY FIVE (5) JOURNEYMEN ON ANY GIVEN PROJECT.J RATE APPLIES TO THE FIRST 12 HOURS ON SATURDAY, ALL OTHER TIME IS PAID AT DOUBLE TIME.K RATE APPLIES TO FIRST 8 HOURS ONLY. DOUBLE TIME THEREAFTER. SATURDAYS IN THE SAME WORK WEEK MAY BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORK WEEK DUE TO INCLEMENT WEATHER.L IN ADDITION, AN AMOUNT EQUAL TO 3% OF THE BASIC HOURLY RATE IS ADDED TO THE TOTAL HOURLY RATE AND OVERTIME HOURLY RATES FOR THE NATIONAL EMPLOYEES BENEFIT BOARD.M INCLUDES AN AMOUNT FOR THE NATIONAL LABOR-MANAGEMENT COOPERATION FUND AND THE ADMINISTRATIVE MAINTENANCE FUND.N RATE APPLIES TO THE FIRST 4 DAILY OVERTIME HOURS AND THE FIRST 12 HOURS WORKED ON SATURDAY; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE.O ZONE 2 CONSISTS OF ALL AREAS OUTSIDE OF 32 ROAD MILES FROM THE CITIES OF CAMARILLO, OXNARD, SANTA PAULA, VENTURA AND OAK VIEW. ALL WORKERS PERFORMING WORK IN ZONE 2 SHALL RECEIVE $5.00 PER HOUR ABOVE THE ZONE 1 BASIC HOURLY RATE. RATES FOR ELECTRICAL WORKERS WORKING IN COMPRESSED AIR AS WELL AS THEIR SUPPORT CLASSIFICATIONS ARE AVAILABLE BY REQUEST. PLEASE CONTACT THE OFFICE OF THE DIRECTOR - RESEARCH UNIT AT (415) 703-4774.P INCLUDES AMOUNT WITHHELD FOR WORKING DUES.Q PENSION IS FACTORED AT THE APPLICABLE OVERTIME MULTIPLIER. IN ADDITION, AN AMOUNT EQUAL TO 3% OF THE BASIC HOURLY RATE IS ADDED TO THE TOTAL HOURLY RATE AND OVERTIME HOURLY RATES FOR THE NATIONAL EMPLOYEES BENEFIT BOARD AND IS FACTORED AT THE APPLICABLE OVERTIME MULTIPLIER. PURSUANT TO LABOR CODE SECTIONS 1773.1 AND 1773.8, THE AMOUNT PAID FOR THIS EMPLOYER PAYMENT MAY VARY RESULTING IN A LOWER TAXABLE BASIC HOURLY WAGE RATE, BUT THE TOTAL HOURLY RATES FOR STRAIGHT TIME AND OVERTIME MAY NOT BE LESS THAN THE GENEPREVAILING RATE OF PER DIEM WAGES.R INCLUDED IN STRAIGHT-TIME HOURLY RATE.S RATE APPLIES TO THE FIRST 4 DAILY OT HOURS AND THE FIRST 12 OT HOURS ON SATURDAY. ALL OTHER OT IS PAID AT 2X.T DICTIONARY OF OCCUPATIONAL TITLES, FOURTH EDITION, 1977, U.S. DEPARTMENT OF LABOR.U INCLUDES AMOUNT WITHHELD FOR DUES CHECKOFF, WHICH IS FACTORED IN THE OVERTIME RATES. INCLUDES $2.00 OF VACATION THAT IS NOT FACTORED IN THE OVERTIME RATES.V INCLUDES AN AMOUNT PER HOUR WORKED OR PAID TO DISABILITY FUND.W INCLUDED IN STRAIGHT-TIME HOURLY RATE WHICH IS NOT FACTORED IN THE OVERTIME RATES.X RATE APPLIES TO THE FIRST 2 OVERTIME HOURS MONDAY THROUGH FRIDAY AND THE FIRST 8 HOURS WORKED ON SATURDAY. ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME RATE.Y INCLUDES AMOUNT WITHHELD FOR ADMINISTRATIVE DUES.Z RATE APPLIES TO FIRST TWO DAILY OVERTIME HOURS WORKED; ALL OTHER OVERTIME IS PAID AT THE HOLIDAY OVERTIME HOURLY RATE.AARATE APPLIES TO THE FIRST 8 HOURS WORKED ON A SIXTH OR SEVENTH CONSECUTIVE DAY DURING ANY ONE CALENDAR WEEK UP TO 50 HOURS IN ANY ONE CALENDAR WEEK. ALL HOURS IN EXCESS OF 10 HOURS DAILY OR 50 HOURS WEEKLY ARE PAID AT THE HOLIDAY RATE. SATURDAYS IN THE SAME WORK WEEK MAY BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORKWDUE TO INCLEMENT WEATHER.AB RATE APPLIES TO WORK ON HOLIDAYS ONLY; SUNDAYS ARE PAID AT THE SATURDAY OVERTIME HOURLY RATE.AC AN ADDITIONAL $0.25 PER HOUR WILL BE ADDED TO THE BASIC HOURLY RATE WHEN PERFORMING PAPERHANGING WORK.AD DOUBLE TIME SHALL BE PAID FOR ALL HOURS WORKED OVER 12 HOURS IN ANY ONE DAY.493 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONSPURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1LOCALITY: VENTURA COUNTYDETERMINATION: VEN-2020-1AEON REPAINT WAGE WORK ANY 8 HOURS IN A 24 HOUR PERIOD MONDAY THROUGH SUNDAY SHALL BE THE WORK DAY AND ANY 40 HOURS IN A WEEK SHALL BE THE WORK WEEK, PROVIDED THAT THE 40 HOIS WORKED IN 5 CONSECUTIVE DAYS (LEGAL HOLIDAYS WILL NOT BE COUNTED IN THE 5 CONSECUTIVE DAYS). FOR ALL WORK UNDER THIS CRAFT/CLASSIFICATION DOUBLE TIME SHALL BE PAID FOR HOURS WORKED OVER 12 HOURS IN ANY ONE DAY.AF RATE APPLIES AFTER 36 MONTHS OF EXPERIENCEAG RATE APPLIES TO FIRST 12 MONTHS OF EXPERIENCEAH RATE APPLIES AFTER 12 MONTHS THROUGH 36 MONTHS EXPERIENCEAI INCLUDES AN AMOUNT PER HOUR WORKED OR PAID FOR DUES CHECK OFFAJSATURDAY IN THE SAME WORKWEEK MAY BE WORKED AT THE STRAIGHT-TIME HOURLY RATE IF IT IS NOT POSSIBLE TO COMPLETE FORTY HOURS OF WORK MONDAY THROUGH FRIDAY WHEN THE JOB IS SHUT DOWN DUE TO INCLEMENT WEATHER OR SIMILAR ACT OF GOD, OR BEYOND THE CONTRACTOR'S CONTROL.AK RATE APPLIES TO THE FIRST 8 HOURS WORKED; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE.ALTHE RATIO OF PLASTER TENDERS TO PLASTERERS SHALL BE AS FOLLOWS: THERE SHALL BE A PLASTER TENDER ON THE JOBSITE WHENEVER THERE IS A PLASTERER PERFORMING WORK ON THE JOBSITE, EXCEPT ON SMALL PATCH WORK WHERE ONLY ONE PLASTERER IS PERFORMING WORK. FOR INSIDE BROWN COATINGS THERE SHALL BE 2 PLASTER TENDERS FOR UP TO EVERY 3 PLASTERERS. FOR INSIDE FINISH COATINGS THERE SHALL BE 1 PLASTER TENDER FOR UP TO EVERY 3 PLASTERERS. ON OUTSIDE FINISH AND BROWN COATINGS AND FOR ALL OTHER WORK, THERE SHALL BE 1 PLASTER TENDER UP TO EVERY 2 PLASTERERS.AM INCLUDES AN AMOUNT PER HOUR WORKED OR PAID FOR SUPPLEMENTAL DUES.AN ALL WORK PERFORMED AFTER TWELVE (12) HOURS IN A DAY SHALL BE PAID AT THE SUNDAY/HOLIDAY RATE.AORATE APPLIES TO THE FIRST EIGHT HOURS ON SATURDAY. ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME RATE. SATURDAY WORK MAY BE PAID AT THE STRAIGHT TIME RATE IF THE JOB IS SHUT DOWN DURING THE NORMAL WORK WEEK DUE TO INCLEMENT WEATHER.AP INCLUDES AN AMOUNT WITHHELD FOR ADMINISTRATIVE DUES WHICH IS NOT FACTORED INTO OVERTIME AND AN AMOUNT FOR VACATION WHICH IS FACTORED AT 1.5 TIMES FOR ALL OVERTIME.AQ INCLUDES AMOUNT FOR NATIONAL PENSION AND RETIREE'S X-MAS FUND.AR AMOUNT INCLUDED IN BASIC HOURLY RATE AND FACTORED AT 1.5 TIMES FOR ALL OVERTIME.AS INCLUDES AN AMOUNT FOR THE P.I.P.E. LABOR MANAGEMENT COOPERATION COMMITTEE AND THE CONTRACTOR EDUCATION & DEVELOPMENT FUND.AT SATURDAYS IN THE SAME WORK WEEK MAY BE WORKED AT STRAIGHT-TIME IF JOB IS SHUT DOWN DURING THE NORMAL WORKWEEK DUE TO INCLEMENT WEATHER.AU PIPE TRADESMEN SHALL NOT BE PERMITTED ON ANY JOB WITHOUT A JOURNEYMAN.AV INCLUDES AN AMOUNT WITHHELD FOR ADMINISTRATIVE DUES WHICH IS NOT FACTORED IN THE OVERTIME RATES.AW SATURDAY MAY BE WORKED AT STRAIGHT-TIME RATE, PROVIDED THAT THE HOURS DO NOT EXCEED 8 HOURS PER DAY OR 40 HOURS PER WEEK.AX DOUBLE TIME SHALL BE PAID FOR NEW YEAR'S DAY, EASTER SUNDAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS.AYTRADESMEN SHALL ONLY BE USED IF THE FIRST WORKER ON THE JOB IS A LANDSCAPE/IRRIGATION FITTER, SECOND WORKER MUST BE A LANDSCAPE/IRRIGATION FITTER OR APPRENTICE LANDSCAPE/IRRIGATION FITTER. THE 3RD AND 4TH MAY BE A TRADESMAN. THE 5TH MUST BE A LANDSCAPE/IRRIGATION FITTER AND THEREAFTER TRADESMEN WILL BE REFERRED ON A 50-50 BASIS, TO JOURNEYMAN OR APPRENTICE.AZ INCLUDES AN AMOUNT FOR 401A PLAN.BA INCLUDES AN AMOUNT FOR THE P.I.P.E. LABOR MANAGEMENT COOPERATION COMMITTEE TRUST FUND AND FOR PROMOTION FUND.BB SATURDAY MAY BE PAID AT STRAIGHT TIME IF THE WORK WEEK IS TUESDAY THROUGH SATURDAY.BC RATE APPLIES TO REMAINDER OF COUNTY.BD INCLUDES AN AMOUNT FOR SUPPLEMENTAL PENSION FUND.BERATE APPLIES TO VENTURA COUNTY EXCEPT FOR THE FOLLOWING CITIES OR COMMUNITIES: CASITAS SPRINGS, COLONIA, EL RIO, FARIA, FOSTER PARK, HOLLYWOOD BEACH, LA CONCHITA, LIVE OAK ACRES, LOCKWOOD VALLEY, MEINERS OAKS, MIRAMONTE, MONTALVO, OAK VIEW, OJAI, OXNARD, PIERPONT BAY, SAN BUENAVENTURA, SATICOY, SEACLIFF, SOLIMAR BEACH, SUMMIT, VENTURA AND WHEELER SPRINGS.BF AMOUNT IS FOR INDUSTRY PROMOTION FUND AND P.I.P.E. FUND.BG RATE APPLIES TO THE FIRST 4 DAILY OVERTIME HOURS AND THE FIRST 10 HOURS ON SATURDAY; ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME HOURLY RATE.BH INCLUDE AMOUNTS FOR DUES CHECK OFF AND VACATION/HOLIDAY, WHICH ARE NOT FACTORED INTO OVERTIME.BI INCLUDES AN AMOUNT PER HOUR WORKED FOR ANNUITY TRUST FUND.BJ INCLUDED IN BASIC HOURLY RATE. VACATION IS NOT FACTORED INTO OVERTIME.BK INCLUDE AMOUNTS FOR ADMINISTRATIVE FUND, COMPLIANCE FUND, INDUSTRY FUND, AND RESEARCH AND EDUCATION TRUST FUND.BL INCLUDES AN AMOUNT PER HOUR WORKED FOR COLA FUND.BM RATE APPLIES TO THE FIRST 4 DAILY OVERTIME HOURS AND THE FIRST 8 HOURS WORKED ON SATURDAY. ALL OTHER TIME IS PAID AT THE SUNDAY AND HOLIDAY OVERTIME RATE.494 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONSPURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1LOCALITY: VENTURA COUNTYDETERMINATION: VEN-2020-1BNRATE APPLIES TO THE FIRST 8 HOURS WORKED ON A SIXTH OR SEVENTH CONSECUTIVE DAY DURING ANY ONE CALENDAR WEEK UP TO 50 HOURS IN ANY ONE CALENDAR WEEK. ALL OTHER TIME IS PAID AT THE HOLIDAY RATE.495 GENERAL PREVAILING WAGE DETERMINATION MADE AY THE DIRECTOR OF INDUSTRIAL RELATIONSPURSUANT TO CALIFORNIA LAAOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1FOR COMMERCIAL AUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTSLOCALITY: VENTURA COUNTYDETERMINATION: VEN-2020-1 INCREASE 1 INCREASE 2 INCREASE 3 INCREASE 4 INCREASE 5 INCREASE 6 INCREASE 7INCREASE 8CRAFT (JOURNEY LEVEL)ISSUE DATEEXPIRATION DATEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEBRICKLAYER, STONEMASON,CEMENT BLOCKLAYER, POINTER, CAULKER, CLEANER2/22/2020 04/30/2020** 5/1/2020 $2.00 ABBRICK TENDER8/22/2019 06/30/2020** 7/1/2020 $1.55 AFORKLIFT OPERATOR8/22/2019 06/30/2020** 7/1/2020 $1.55 ACARPET, LINOLEUM,RESILIENT TILE LAYER2/22/2020 12/31/2020** 1/1/2021 $1.45 C 1/1/2022 $1.45 CDMATERIAL HANDLER2/22/2020 12/31/2020** 1/1/2021 $1.25 E 1/1/2022 $1.25 EDRYWALL FINISHERDRYWALL FINISHER2/22/2020 09/30/2020** 10/1/2020 $2.50 A 10/1/2021 $2.50 AELECTRICIAN:SOUND INSTALLER2/22/2020 12/27/2020** 12/28/2020 $2.85 A 12/27/2021 $3.05 AFINSIDE WIREMAN2/22/2020 07/26/2020** 7/27/2020 $0.90 AFCABLE SPLICER2/22/2020 07/26/2020** 7/27/2020 $0.90 AFTRANSPORTATION SYSTEMS WIREMAN2/22/2020 07/26/2020** 7/27/2020 $0.90 AFTRANSPORTATION SYSTEMS TECHNICIAN2/22/2020 07/26/2020** 7/27/2020 $0.68 AFIELD SURVEYOR:GCHIEF OF PARTY (018.167-010)2/22/2020 09/30/2020** 10/1/2020 $2.75 A 10/1/2021 $2.75 AGINSTRUMENTMAN (018.167-034)2/22/2020 09/30/2020** 10/1/2020 $2.45 A 10/1/2021 $2.45 AGCHAINMAN/RODMAN (869.567-010)2/22/2020 09/30/2020** 10/1/2020 $2.45 A 10/1/2021 $2.45 APAINTER:HPAINTER, LEAD ABATEMENT2/22/2020 06/30/2020** 7/1/2020 $2.15 IHREPAINT PAINTER, LEAD ABATEMENT2/22/2020 06/30/2020** 7/1/2020 $2.15 IHINDUSTRIAL PAINTER2/22/2020 06/30/2020** 7/1/2020 $2.65 JHINDUSTRIAL REPAINT PAINTER2/22/2020 06/30/2020** 7/1/2020 $2.65 JPLASTERER8/22/2019 08/04/2020** 8/5/2020 $2.20 A 8/4/2021 $2.20 AKPLASTER TENDER8/22/2019 08/04/2020** 8/5/2020 $2.20 A 8/4/2021 $2.20 APLASTER CLEAN-UP LABORER8/22/2019 08/04/2020** 8/5/2020 $2.20 A 8/4/2021 $2.20 APLUMBER:PLUMBER, INDUSTRIAL AND GENERAL PIPEFITTER2/22/2020 08/31/2020** 9/1/2020 $2.01 A 9/1/2021 $2.26 A 9/1/2022 $2.26 A 9/1/2023 $2.35 A 9/1/2024 $2.50 A 9/1/2025 $2.50 ASEWER AND STORM DRAIN PIPELAYER2/22/2020 08/31/2020** 9/1/2020 $2.01 A 9/1/2021 $2.26 A 9/1/2022 $2.26 A 9/1/2023 $2.35 A 9/1/2024 $2.50 A 9/1/2025 $2.50 ALSEWER AND STORM DRAIN PIPE TRADESMAN2/22/2020 08/31/2020** 9/1/2020 $0.80 A 9/1/2021 $0.90 A 9/1/2022 $0.90 A 9/1/2023 $0.94 A 9/1/2024 $1.00 A 9/1/2025 $1.00 ASERVICE AND REPAIR2/22/2020 08/31/2020** 9/1/2020 $2.01 A 9/1/2021 $2.26 A 9/1/2022 $2.26 A 9/1/2023 $2.35 A 9/1/2024 $2.50 A 9/1/2025 $2.50 ALANDSCAPE/IRRIGATIONFITTER8/22/2019 08/31/2020** 9/1/2020 $2.01 A 9/1/2021 $2.26 A 9/1/2022 $2.26 A 9/1/2023 $2.35 A 9/1/2024 $2.50 A 9/1/2025 $2.50 AMLANDSCAPE/IRRIGATIONTRADESMAN8/22/2019 08/31/2020** 9/1/2020 $0.52 A 9/1/2021 $0.59 A 9/1/2022 $0.59 A 9/1/2023 $0.61 A 9/1/2024 $0.65 A 9/1/2025 $0.65 AREFRIGERATION SERVICE HVACR2/22/2020 08/30/2020** 8/31/2020 $2.15 A 8/30/2021 $2.15 A 9/5/2022 $2.15 A 9/4/2023 $2.15 ANFIRE SPRINKLER FITTER (PROTECTION AND CONTROL SYSTEMS, OVERHEAD AND UNDERGROUND)2/22/2020 03/31/2020** 4/1/2020 $1.40 ASHEET METAL WORKER (HVAC)8/22/2019 07/31/2020** 8/1/2020 $2.55 O 8/1/2021 $2.75 P 8/1/2022 $2.75 QI I I I I I I I I I 496 GENERAL PREVAILING WAGE DETERMINATION MADE AY THE DIRECTOR OF INDUSTRIAL RELATIONSPURSUANT TO CALIFORNIA LAAOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1FOR COMMERCIAL AUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTSLOCALITY: VENTURA COUNTYDETERMINATION: VEN-2020-1 INCREASE 1 INCREASE 2 INCREASE 3 INCREASE 4 INCREASE 5 INCREASE 6 INCREASE 7INCREASE 8CRAFT (JOURNEY LEVEL)ISSUE DATEEXPIRATION DATEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASEDATE OF NEXT CHANGEAMOUNT OF INCREASETERRAZZO FINISHER2/22/2020 08/31/2020** 9/1/2020 $1.63 A 9/1/2021 $1.68 ATERRAZZO WORKER2/22/2020 08/31/2020** 9/1/2020 $1.91 A 9/1/2021 $1.98 AFOOTNOTES497 GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONSPURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1LOCALITY: VENTURA COUNTYDETERMINATION: VEN-2020-1A THE PREDETERMINED INCREASE SHOWN IS TO BE ALLOCATED TO WAGES AND/OR EMPLOYER PAYMENTS. PLEASE CONTACT THE OFFICE OF THE DIRECTOR - RESEARCH UNIT AT (415) 703-4774 WHEN THE PREDETERMINED INCREASE BECOMES DUE TO CONFIRM THE DISTRIBUTION. PLEASE ALSO EXAMINE THE IMPORTANT NOTICES TO SEE IF ANY MODIFICATIONS HAVE BEEN ISSUED, AS THERE MAY BE REDUCTIONS TO PREDETERMINED INCREASES.B THE RATIO OF BRICK TENDERS TO BRICKLAYERS SHALL BE AS FOLLOWS: ONE (1) BRICK TENDER TO NO MORE THAN THREE (3) BRICKLAYERS DURING THE INSTALLATION OF BLOCK ON A TYPICAL MASONRY PROJECT.C $1.20 TO THE BASIC HOURLY RATE, $0.15 TO HEALTH & WELFARE AND $0.10 TO VACATION/HOLIDAY.D A MATERIAL HANDLER MAY BE UTILIZED IN RATIO OF ONE (1) MATERIAL HANDLER WITH ANY FIVE (5) JOURNEYMEN ON ANY GIVEN PROJECT.E $1.00 TO THE BASIC HOURLY RATE, $0.15 TO HEALTH & WELFARE AND $0.10 TO VACATION/HOLIDAY.F ZONE 2 CONSISTS OF ALL AREAS OUTSIDE OF 32 ROAD MILES FROM THE CITIES OF CAMARILLO, OXNARD, SANTA PAULA, VENTURA AND OAK VIEW. ALL WORKERS PERFORMING WORK IN ZONE 2 SHALL RECEIVE $5.00 PER HOUR ABOVE THE ZONE 1 BASIC HOURLY RATE. RATES FOR ELECTRICAL WORKERS WORKING IN COMPRESSED AIR AS WELL AS THEIR SUPPORT CLASSIFICATIONS ARE AVAILABLE BY REQUEST. PLEASE CONTACT THE OFFICE OF THE DIRECTOR - RESEARCH UNIT AT (415) 703-4774.G DICTIONARY OF OCCUPATIONAL TITLES, FOURTH EDITION, 1977, U.S. DEPARTMENT OF LABOR.H AN ADDITIONAL $0.25 PER HOUR WILL BE ADDED TO THE BASIC HOURLY RATE WHEN PERFORMING PAPERHANGING WORK.I $1.00 TO THE BASIC HOURLY RATE, $0.90 TO PENSION, $0.10 TO HEALTH AND WELFARE AND $0.15 TO TRAINING.J $1.50 TO THE BASIC HOURLY RATE, $0.90 TO PENSION, $0.10 TO HEALTH AND WELFARE AND $0.15 TO TRAINING.K THE RATIO OF PLASTER TENDERS TO PLASTERERS SHALL BE AS FOLLOWS: THERE SHALL BE A PLASTER TENDER ON THE JOBSITE WHENEVER THERE IS A PLASTERER PERFORMING WORK ON THE JOBSITE, EXCEPT ON SMALL PATCH WORK WHERE ONLY ONE PLASTERER IS PERFORMING WORK. FOR INSIDE BROWN COATINGS THERE SHALL BE 2 PLASTER TENDERS FOR UP TO EVERY 3 PLASTERERS. FOR INSIDE FINISH COATINGS THERE SHALL BE 1 PLASTER TENDER FOR UP TO EVERY 3 PLASTERERS. ON OUTSIDE FINISH AND BROWN COATINGS AND FOR ALL OTHER WORK, THERE SHALL BE 1 PLASTER TENDER FOR UP TO EVERY 2 PLASTERERS.L PIPE TRADESMEN SHALL NOT BE PERMITTED ON ANY JOB WITHOUT A JOURNEYMAN.M TRADESMEN SHALL ONLY BE USED IF THE FIRST WORKER ON THE JOB IS A LANDSCAPE/IRRIGATION FITTER, SECOND WORKER MUST BE A LANDSCAPE/IRRIGATION FITTER OR APPRENTICE LANDSCAPE/IRRIGATION FITTER. THE 3RD AND 4TH MAY BE A TRADESMAN. THE 5TH MUST BE A LANDSCAPE/IRRIGATION FITTER AND THEREAFTER TRADESMEN WILL BE REFERRED ON A 50-50 BASIS, TO JOURNEYMAN OR APPRENTICE.N RATE APPLIES TO REMAINDER OF COUNTY.O $0.01 TO OTHER, $0.25 TO PENSION, $0.05 TO OTHER, AND $2.24 TO WAGES AND/OR FRINGES.P $0.05 TO TRAINING AND $2.70 TO WAGES AND/OR FRINGES.Q $0.01 TO OTHER AND $2.74 TO WAGES AND/OR FRINGES.VEN-2020-1-INC498