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AGENDA REPORT 2018 0801 CCSA REG ITEM 10K
CITY OF MOORPARK, CALIFORNIA Item: 10.K. City Council Meeting of 8/1/2018 ACTION Approved staff recommendation BY M Benson K Consider Plans and Specifications and Authorization to Advertise for Bids for the 2018 Slurry Seal and Pavement Rehabilitation Protect (M0042) Staff Recommendation Approve the Design Specification for the 2018 Slurry Seal and Pavement Rehabilitation Project (MPK 18-01) and authorize staff to advertise to obtain construction bids Item: 10.K. MOORPARK CITY COUNCIL AGENDA REPORT TO: Honorable City Council FROM: Sean Corrigan, City Engineer/Public Works Director DATE: 08/01/2018 Regular Meeting SUBJECT: Consider Design Specification and Authorization to Advertise for Bids for the 2018 Slurry Seal and Pavement Rehabilitation Project (MPK 18-01) 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 vicinity of Moorpark College are in need of pavement rehabilitation Existing street conditions include surface cracking and previously filled cracks are beginning to deteriorate DISCUSSION The proposed scope of work consists of crack-filling and the placement of approximately 625,000 square feet of Type 2 slurry seal The following is a list of streets that staff is recommending for slurry seal • Alumni Way • Griffith Lane • Sophomore Court • Bitner Place • Harte Lane • Sosna Court • Borges Court • Imbach Place • Stanley Court • Borges Drive • Mahan Court • Swift Place 367 Honorable City Council 08/01/2018 Regular Meeting Page 2 • Braun Court • Mallory Court • Thionnet Place • Campus Canyon • Miline Court • Shakespeare Drive Place • Doris Court • Monroe Avenue • Trollope Court • Freshman Court • Rains Court • University Drive • Graduate Place • Seitz Court In addition to the slurry seal maintenance work, staff was tasked to recommend an interim repair for deteriorated pavement along Princeton Avenue Based on field evaluations and measurements, staff has determined that up to 10,000 square feet of pavement could be patched as an interim solution, until the construction of the Princeton Avenue Improvement Project is completed With the rising cost of construction, staff has included a unit price bid item for asphaltic concrete pavement repair The unit price will be based on an initial area of 3,750 square feet of pavement repair Based on pricing received at bid, staff will reassess the scope of the interim pavement repairs along Princeton Avenue and include a recommendation for the bid award 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 for the project have been placed in the City Council Conference Room The public may review the documents at the Public Counter at City Hall Please refer to the attached location map for the proposed road work The tentative project schedule is as follows Plans and Specifications Approval 8/1/2018 Advertise for bids 8/6/2018 Bid Opening 8/31/2018 Award of Construction Contract 9/19/2018 Notice to Proceed 10/8/2018 Construction Completion 12/21/2018 368 Honorable City Council 08/01/2018 Regular Meeting Page 3 FISCAL IMPACT Staff will return to Council for bid award in September The proposed funding plan is Pavement work College Area — The 2018-19 Capital Improvements Budget includes CIP M0042, Campus Canyon — University Drive Pavement Rehabilitation Project The adopted budget made new appropriations, in the amount of $300,000 The Funding Source is Fund 2416 — State Road Maintenance and Rehabilitation Fund This funding is provided under the authority of Senate Bill 1 Pavement work Princeton Avenue — The 2018-19 Capital Improvement Budget includes CIP C0020, Princeton Avenue Improvement Project The adopted budget includes $5,819,537 for Infrastructure work The Funding Source is Fund 2014 — Los Angeles Avenue Area of Contribution Fund STAFF RECOMMENDATION Approve the Design Specification for the 2018 Slurry Seal and Pavement Rehabilitation Project (MPK 18-01) and authorize staff to advertise to obtain construction bids Attachments 1 Location Map 2 Design Specification 369 1 ( Attachment 1 � C1 z. /.\ i / 2, i 2 i i 1 , J / / / - K // / Y / f ( �' /�! /— 1-.o _� 1. / I ,� �j / Ga �d�/O� r mac. If\.. OHO` } • /� 7 l~ / �._ ,! 1` l / //1/'y,,� �� l 11 r— ` <). / / �J ,a / // � Imo,, ..,f�j ,; oy J1-17 , _ ,•• . • 7 -,..———--I _.6.: . `c 1 I - t Slvilt Pl igSCC / O� �o J J r . f / i ��__ • ././L- y.�� es �/ 1 1 /Y" il ' ' ' - I .. - .' ., . ‘...„,„.„. ," F \ ".- ---...,' 1"•--.,..... .-Y5- ..-----A , ' .i , ,,* - . ,I\Tr; / ._,.' . J cam` r � L 1 ��117- God'''`<‘'''' `<`O` U. 17 \\\--Collins br 11 I_\ e" i / C / / , , 1 . ' r*ampus VF. \. . 11111 ' 4_,_____L, y Canyon Park 1., /fir} /' dllioe Mo. c4 _ —tom ,� L— \\ �i - ,0 sc a,,,L Street Location of Crack Fill and Slurry Seal Improvement 0 2018 Slurry Seal and Pavement Rehabilitation Project Specification No. MPK 18-01 Ow�ll a SOC Q C U IL CO T a Q 76 0 Princeton Ave cci,'r- 79 i c a,,, 0 9i. ender GDF law ne Princeton A'E - L t i PNC 7 0 C Qom c.. - - mrvenida - _ r J ���PaQ )(\Pc'6 .. -... .-.... ... . . . - .. fib each -- .. ....... ..._........_... L1 Canyan Arroyo Simi River Xi0 73 CD eatom -n MI Pavement Rehabilitation along Princeton Avenue Remove and Replace 2" Asphalt Concrete — Approximately 3.750 square feet w Final locations to be determined by City. 2018 Slurry Seal and Pavement Rehabilitation Project Specification No. MPK 18-01 Attachment 3 PPN CA` O 0 92 �y et:kEp: 9,0 OAQTEp JO- CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS NOTICE TO BIDDERS, CONTRACT PROPOSAL, AND SPECIFICATIONS FOR THE CONSTRUCTION OF 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT CAMPUS CANYON — UNIVERSITY DRIVE AREA Specification No MPK 18-01 JANICE PARVIN, MAYOR ROSEANN MIKOS, COUNCILMEMBER DAVID POLLOCK, COUNCILMEMBER KEN SIMONS, COUNCILMEMBER MARK VAN DAM, 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 PM Prices City Clerk Online No charge 799 Moorpark Avenue Picked Up $30.00 Moorpark, CA 93021 Mailed $40.00 (805) 517-6223 372 THIS PAGE INTENTIONALLY LEFT BLANK 373 Specification No MPK 18-01 CITY OF MOORPARK CONSTRUCTION DOCUMENTS FOR NAME 2018 Slurry Seal and Pavement Rehabilitation Project LOCATION Campus Canyon — University Drive Area, Princeton Avenue SPECIFICATION NO MPK 18-01 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 1 2018 Slurry Seal and Pavement Rehabilitation Project 374 Specification No MPK 18-01 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) 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT CAMPUS CANYON — UNIVERSITY DRIVE AREA, PRINCETON AVENUE Sealed Bids — Do Not Open With Regular Mail Bids to be opened at 3:00 p.m. on to be determined 2018 Slurry Seal and Pavement Rehabilitation Project 2 375 Specification No MPK 18-01 TABLE OF CONTENTS Notice Inviting Sealed Bids Page 5 Bid Terms and Conditions Page 9 Proposal Page 17 Documents for Execution by Successful Bidder Page 41 Agreement / Bonds I Insurance I Etc Page 43 Standard Specifications Page 79 Special Provisions Page 95 900 Special Conditions Page 96 901 Special Construction Requirements Page 100 902 Traffic Control, Construction Signing & Traffic Maintenance Page 105 903 Stormwater Pollution Control Page 109 904 Street Surface Preparation Page 111 905 Slurry Seal Page 114 906 Remove & Replace Asphalt Concrete Page 123 907 Asphalt Tack Coat Page 125 908 Adjust Utility & Survey Monument Covers Page 127 909 Protect Survey Monumentation Page 128 910 Traffic Signing & Pavement Delineation Page 129 911 Release on Contract Page 134 List of Appendices Page 135 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 Wage Rates 2018 Slurry Seal and Pavement Rehabilitation Project 3 376 Specification No MPK 18-01 THIS PAGE INTENTIONALLY LEFT BLANK 2018 Slurry Seal and Pavement Rehabilitation Project 4 377 Specification No MPK 18-01 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION NOTICE INVITING SEALED BIDS FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 18-01 2018 Slurry Seal and Pavement Rehabilitation Project 5 378 Specification No MPK 18-01 NOTICE INVITING SEALED BIDS Pursuant to statute and to the authorization approved by the Council of the City of Moorpark, California, on August 1 , 2018, and on file in the office of the City Clerk of said City, NOTICE IS HEREBY GIVEN that sealed bids for the 2018 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 625,000 square feet of local residential and minor collector streets, approximately 3,750 square feet of removal and replacement of 2" asphalt concrete on a two-lane arterial roadway, 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 August 1 , 2018, 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/35/Doing-Business 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 required addenda 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 2018 Slurry Seal and Pavement Rehabilitation Project 6 379 Specification No MPK 18-01 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 qov/Public-Works/Prevailing-Wage html Future effective wage rates, which have been predetermined are 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 2018 Slurry Seal and Pavement Rehabilitation Project 7 380 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 8 381 Specification No MPK 18-01 CITY OF MOORPARK CITY ENGINEER/PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION BID TERMS AND CONDITIONS FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 18-01 2018 Slurry Seal and Pavement Rehabilitation Project 9 382 Specification No MPK 18-01 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 10 2018 Slurry Seal and Pavement Rehabilitation Project 383 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 11 384 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 12 385 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 13 386 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 14 387 Specification No MPK 18-01 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 meet 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 2018 Slurry Seal and Pavement Rehabilitation Project 15 388 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 16 389 Specification No MPK 18-01 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PROPOSAL FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 18-01 CONTRACTOR NAME: SUBMIT PAGES 17 THROUGH 40 FULLY EXECUTED WITH THIS PROPOSAL 2018 Slurry Seal and Pavement Rehabilitation Project 17 390 Specification No MPK 18-01 LIST OF DOCUMENTS TO BE SUBMITTED WITH PROPOSAL FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT Bid Proposal Cover Page Page 17 List of Documents to be Submitted with Proposal Page 18 Proposal Sheet Page 19 Instructions for Signing Proposal, Bonds, and Contract Page 20 Contractor's Proposal Statement Page 21 Proposed Schedule of Work and Prices Page 23 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 2018 Slurry Seal and Pavement Rehabilitation Project 18 391 Specification No MPK 18-01 DEPARTMENT OF PUBLIC WORKS PROPOSAL FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT Specification No MPK 18-01 Bids to be received on to be determined, at 3 00 p m Completion Time 50 Consecutive Working Days after Receipt of Notice to Proceed Liquidated Damages $1 ,000 per Calendar Day Number of Pages in Proposal 24 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 2018 Slurry Seal and Pavement Rehabilitation Project 19 392 Specification No MPK 18-01 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. 2018 Slurry Seal and Pavement Rehabilitation Project 20 393 Specification No MPK 18-01 CONTRACTOR'S PROPOSAL STATEMENT FOR 2018 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 2018 Slurry Seal and Pavement Rehabilitation Project 21 394 Specification No MPK 18-01 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 , 2018 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) 2018 Slurry Seal and Pavement Rehabilitation Project 22 395 Specification No MPK 18-01 PROPOSED SCHEDULE OF WORK AND PRICES FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SCHEDULE A — SLURRY SEAL (UNIVERSITY DRIVE — CAMPUS CANYON AREA) Item Payment Item Description Unit Quantity Unit Price Amount No Ref 1 902-8 Traffic Control LS 1 2 903-2 Storm Water Pollution LS 1 Control 3 904-5 Street Surface Preparation, LS 1 Crack Filling 4 905-5 Type 2 Slurry Seal SF 625,000 5 906-6 Remove and Replace 4" AC SF 100 6 908-3 Adjust Sewer Manhole EA 7 908-3 Adjust Water Valve Cover EA 8 910-7 Blue Reflective Pavement EA 34 Marker 9 910-7 STOP Legend (Thermo) EA 31 10 910-7 12" White Limit Line LF 950 (Thermo) 11 910-7 12" Yellow Ladder LF 160 Crosswalk (Thermo) 12 910-7 SLOW SCHOOL XING EA 2 Legend Yellow (Thermo) 13 910-7 Arrow Type IV (RT) EA 2 (Thermo) 14 910-7 KEEP CLEAR Legend EA 1 (Thermo) 15 910-7 No Passing Zones — Two LF 2,500 Direction Detail 22 (Thermo) 16 910-7 Channelizing Line Detail 38A LF 100 (Thermo) 17 911-2 Release on Contract LS 1 $1 00 $1 00 2018 Slurry Seal and Pavement Rehabilitation Project 23 396 Specification No MPK 18-01 Total Amount of Bid for Schedule A $ (Price in words) Contractor's Name SCHEDULE B — PAVEMENT REHABILITATION (PRINCETON AVENUE) Item Payment Item Description Unit Quantity Unit Price Amount No Ref 1 902-8 Traffic Control LS 1 2 903-2 Storm Water Pollution LS 1 Control 3 906-6 Remove and Replace 2" AC SF 3,750 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 2018 Slurry Seal and Pavement Rehabilitation Project 24 397 Specification No MPK 18-01 PROPOSED SCHEDULE OF WORK AND PRICES 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT *ADDITIONS/DEDUCTIONS 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 $ 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 ) 2018 Slurry Seal and Pavement Rehabilitation Project 25 398 Specification No MPK 18-01 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 THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE STATEMENTS OR CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL 2018 Slurry Seal and Pavement Rehabilitation Project 26 399 Specification No MPK 18-01 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 , 2018 Principal By Title By Title Surety By Title 2018 Slurry Seal and Pavement Rehabilitation Project 27 400 Specification No MPK 18-01 FORM TO ACCOMPANY BID BOND STATE OF CALIFORNIA ) COUNTY OF ) SS CITY OF ) On this day of , 2018, 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 $ 2018 Slurry Seal and Pavement Rehabilitation Project 28 401 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 29 402 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 30 403 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 31 404 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 32 405 Specification No MPK 18-01 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 2-3, "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 Specific Description of Subcontractor is License No Subcontract and Portion Licensed & Class Business Address of the Work to be Done Signature(s) required on following page (Attach additional pages if necessary) 2018 Slurry Seal and Pavement Rehabilitation Project 33 406 Specification No MPK 18-01 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) 2018 Slurry Seal and Pavement Rehabilitation Project 34 407 Specification No MPK 18-01 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 IS NON- COLLUSION AFFIDAVIT Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution 2018 Slurry Seal and Pavement Rehabilitation Project 35 408 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 36 409 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 37 410 Specification No MPK 18-01 INDUSTRIAL SAFETY RECORD FORM Bidder's Name Current Year of 2017 2016 2015 2014 2013 Total Record 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 2018 Slurry Seal and Pavement Rehabilitation Project 38 411 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 39 412 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 40 413 Specification No MPK 18-01 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION Documents for Execution by Successful Bidder FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 18-01 2018 Slurry Seal and Pavement Rehabilitation Project 41 414 Specification No MPK 18-01 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 67 Form to Accompany Bond for Material Suppliers and Laborers Page 69 Worker's Compensation Insurance Certificate Page 71 General Liability Special Endorsement Page 73 Automobile Liability Special Endorsement Page 75 DUNS Number Page 77 2018 Slurry Seal and Pavement Rehabilitation Project 42 415 Specification No MPK 18-01 AGREEMENT BETWEEN THE CITY OF MOORPARK AND , FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT, SPECIFICATION NO. MPK 18-01 THIS AGREEMENT, is made and effective as of this day of , 2018, 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 2018 Slurry Seal and Pavement Rehabilitation Project 43 416 Specification No MPK 18-01 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, 2018 Slurry Seal and Pavement Rehabilitation Project 44 417 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 45 418 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 46 419 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 47 420 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 48 421 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 49 422 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 50 423 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 51 424 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 52 425 Specification No MPK 18-01 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 Maureen Benson, City Clerk 2018 Slurry Seal and Pavement Rehabilitation Project 53 426 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 54 427 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 55 428 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 56 429 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 57 430 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 58 431 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 59 432 Specification No MPK 18-01 (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 2018 Slurry Seal and Pavement Rehabilitation Project 60 433 Specification No MPK 18-01 (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 2018 Slurry Seal and Pavement Rehabilitation Project 61 434 Specification No MPK 18-01 (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 ) 2018 Slurry Seal and Pavement Rehabilitation Project 62 435 Specification No MPK 18-01 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 2018 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 2018 Slurry Seal and Pavement Rehabilitation Project 63 436 Specification No MPK 18-01 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 , 2018 Contractor By Title By Title Surety By 2018 Slurry Seal and Pavement Rehabilitation Project 64 437 Specification No MPK 18-01 FORM TO ACCOMPANY BOND FOR FAITHFUL PERFORMANCE STATE OF CALIFORNIA ) COUNTY OF ) SS CITY OF ) On this day of , 2018, 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 2018 Slurry Seal and Pavement Rehabilitation Project 65 438 Specification No MPK 18-01 THIS PAGE INTENTIONALLY LEFT BLANK 2018 Slurry Seal and Pavement Rehabilitation Project 66 439 Specification No MPK 18-01 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 2018 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 2018 Slurry Seal and Pavement Rehabilitation Project 67 440 Specification No MPK 18-01 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 , 2018 Contractor By Title By Title Surety 2018 Slurry Seal and Pavement Rehabilitation Project 68 441 Specification No MPK 18-01 FORM TO ACCOMPANY BOND FOR MATERIAL SUPPLIERS AND LABORERS STATE OF CALIFORNIA ) COUNTY OF ) SS CITY OF ) On this day of , 2018, 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 2018 Slurry Seal and Pavement Rehabilitation Project 69 442 Specification No MPK 18-01 THIS PAGE INTENTIONALLY LEFT BLANK 2018 Slurry Seal and Pavement Rehabilitation Project 70 443 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 71 444 Specification No MPK 18-01 THIS PAGE INTENTIONALLY LEFT BLANK 2018 Slurry Seal and Pavement Rehabilitation Project 72 445 Specification No MPK 18-01 INSURANCE CERTIFICATE FOR GENERAL LIABILITY Use Standard Accord Form 2018 Slurry Seal and Pavement Rehabilitation Project 73 446 Specification No MPK 18-01 THIS PAGE INTENTIONALLY LEFT BLANK 2018 Slurry Seal and Pavement Rehabilitation Project 74 447 Specification No MPK 18-01 INSURANCE CERTIFICATE FOR AUTOMOBILE LIABILITY Use Standard Accord Form 2018 Slurry Seal and Pavement Rehabilitation Project 75 448 Specification No MPK 18-01 THIS PAGE INTENTIONALLY LEFT BLANK 2018 Slurry Seal and Pavement Rehabilitation Project 76 449 Specification No MPK 18-01 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 18-01 CONTRACTOR NAME BUSINESS ADDRESS (D-U-N-S Number Location) STREET CITY STATE ZIP CODE _ D-U-N-S Number Contact Name Telephone No 2018 Slurry Seal and Pavement Rehabilitation Project 77 450 Specification No MPK 18-01 THIS PAGE INTENTIONALLY LEFT BLANK 2018 Slurry Seal and Pavement Rehabilitation Project 78 451 Specification No MPK 18-01 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION STANDARD SPECIFICATIONS FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 18-01 2018 Slurry Seal and Pavement Rehabilitation Project 79 452 Specification No MPK 18-01 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 — TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS 1-2 DEFINITIONS 1-2 1 Additional Definitions Acceptance — The formal written acceptance by the City of the completed project Addendum — The modification of the plans and/or specifications issued to all prospective bidders during the period when necessary to change, correct, clarify or further define any phase of the work Agencv/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 2018 Slurry Seal and Pavement Rehabilitation Project 80 453 Specification No MPK 18-01 Bid — That document included in the Proposal setting forth the performance prices for the work 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 2018 Slurry Seal and Pavement Rehabilitation Project 81 454 Specification No MPK 18-01 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 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 AND CONTROL OF THE WORK 2-2 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 2-5 PLANS AND SPECIFICATIONS 2-5 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 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 2018 Slurry Seal and Pavement Rehabilitation Project 82 455 Specification No MPK 18-01 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 2-5 4 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 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 2018 Slurry Seal and Pavement Rehabilitation Project 83 456 Specification No MPK 18-01 2-5 5 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 SECTION 5 - UTILITIES 5-7 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 2018 Slurry Seal and Pavement Rehabilitation Project 84 457 Specification No MPK 18-01 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 TIME-WARNER (805) 517-6256 (805) 526-3186 MED TRANS AMBULANCE PACIFIC BELL (805) 495-4666 (805) 583-6640 CITY POLICE DEPARTMENT EQUILON CORPORATION (805) 532-2700 (310) 816-2053 CALIFORNIA HIGHWAY PATROL TOSCO (805) 654-4710 (4571) (805) 525-6312 VENTURA COUNTY SHERIFF UNDERGROUND SERVICE ALERT (805) 527-6611 & 494-8200 1-800-422-4133 MOORPARK TRANSIT DIVISION UNION PACIFIC RAILROAD CO (805) 517-6257 (800) 336-9193 VENTURA COUNTY WATERWORKS MOORPARK UNIFIED SCHOOL DISTRICT NO 1 DISTRICT (805) 378-3000 (805) 378-6300 CALLEGUAS MUNICIPAL WATER VENTURA COUNTY FIRE PROTECTION DISTRICT DISTRICT (805) 526-9323 (805) 398-9738 SO CALIFORNIA EDISON COMPANY U S POST OFFICE (805) 494-7066 (805) 275-7777 2018 Slurry Seal and Pavement Rehabilitation Project 85 458 Specification No MPK 18-01 THE GAS COMPANY AMERICAN RUBBISH/GI RUBBISH (800) 520-2059 (805) 529-5871 SUNESYS ANDERSON RUBBISH (951) 500-0307 (805) 526-1919 SECTION 6 - PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-3 SUSPENSION OF THE WORK 6-3 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 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 6-6 DELAYS AND EXTENSIONS OF TIME 6-6 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 2018 Slurry Seal and Pavement Rehabilitation Project 86 459 Specification No MPK 18-01 option, be extended for such periods as may be agreed upon by the City and the Contractor 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 6-8 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 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 6-8 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 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-2 LABOR 7-2 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 2018 Slurry Seal and Pavement Rehabilitation Project 87 460 Specification No MPK 18-01 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 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 2018 Slurry Seal and Pavement Rehabilitation Project 88 461 Specification No MPK 18-01 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 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 2018 Slurry Seal and Pavement Rehabilitation Project 89 462 Specification No MPK 18-01 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 7-2 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 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 2018 Slurry Seal and Pavement Rehabilitation Project 90 463 Specification No MPK 18-01 (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 (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 7-5 PERMITS 7-5 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 7-5 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, 100 South Main Street, Suite 100, Los Angeles, CA 90012 The Contractor will need to 2018 Slurry Seal and Pavement Rehabilitation Project 91 464 Specification No MPK 18-01 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 7-5 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 7-8 WORK SITE MAINTENANCE 7-8 2 1 Additional Air Pollution Control Requirement 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 7-8 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 2018 Slurry Seal and Pavement Rehabilitation Project 92 465 Specification No MPK 18-01 SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3 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 9-4 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 9-5 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 Procedure The filing of such notarized affidavit by the Contractor is required before the City makes final payment on the Contract 2018 Slurry Seal and Pavement Rehabilitation Project 93 466 Specification No MPK 18-01 THIS PAGE INTENTIONALLY LEFT BLANK 2018 Slurry Seal and Pavement Rehabilitation Project 94 467 Specification No MPK 18-01 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION SPECIAL PROVISIONS FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 18-01 2018 Slurry Seal and Pavement Rehabilitation Project 95 468 Specification No MPK 18-01 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), dated 2015, 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, 2010, 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 2018 Slurry Seal and Pavement Rehabilitation Project 96 469 Specification No MPK 18-01 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 50 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) 2018 Slurry Seal and Pavement Rehabilitation Project 97 470 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 98 471 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 99 472 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 100 473 Specification No MPK 18-01 901-5 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 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 2-9, "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, GI Rubbish at (805) 522-9400 and Andersons Rubbish at (805) 526-1919 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 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 2018 Slurry Seal and Pavement Rehabilitation Project 101 474 Specification No MPK 18-01 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 901-10 WORK BEYOND PUBLIC RIGHT-OF-WAY Subsection 2-8, "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 are to remain, shall be at the expense of the Contractor 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 2018 Slurry Seal and Pavement Rehabilitation Project 102 475 Specification No MPK 18-01 901-12 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 Subsection 2-5 3, "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 "B") The City will undertake plant inspections and testing of special items such as asphalt concrete and aggregate base 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 2018 Slurry Seal and Pavement Rehabilitation Project 103 476 Specification No MPK 18-01 901-16 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 2018 Slurry Seal and Pavement Rehabilitation Project 104 477 Specification No MPK 18-01 SECTION 902 TRAFFIC CONTROL, CONSTRUCTION SIGNING AND TRAFFIC MAINTENANCE 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 08, "Public Convenience," 7-1 09, "Public Safety," and Section 12, "Construction Area Traffic Control Devices " Nothing in these Specifications shall be construed as relieving the Contractor from his/her responsibility as provided in the SSS Subsection 7-1 09 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 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 2018 Slurry Seal and Pavement Rehabilitation Project 105 478 Specification No MPK 18-01 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 "D" 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 "D" 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 2018 Slurry Seal and Pavement Rehabilitation Project 106 479 Specification No MPK 18-01 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 nor 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 2018 Slurry Seal and Pavement Rehabilitation Project 107 480 Specification No MPK 18-01 902-6 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 2018 Slurry Seal and Pavement Rehabilitation Project 108 481 Specification No MPK 18-01 SECTION 903 STORMWATER POLLUTION CONTROL 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 2018 Slurry Seal and Pavement Rehabilitation Project 109 482 Specification No MPK 18-01 903-2 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 2018 Slurry Seal and Pavement Rehabilitation Project 110 483 Specification No MPK 18-01 SECTION 904 STREET SURFACE PREPARATION 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 904-21 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 2018 Slurry Seal and Pavement Rehabilitation Project 111 484 Specification No MPK 18-01 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 Pass D3047) Bitumen Content (ASTM D3407) 60% min Tensile Adhesion (ASTM D3583) 400% min Safe Heating Temperature 400°F Recommended Pour Temperature 380°F Brookfield Viscosity, 4000 - 15000 cp 375°F (ASTM D3236) 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 2018 Slurry Seal and Pavement Rehabilitation Project 112 485 Specification No MPK 18-01 904-4 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 2018 Slurry Seal and Pavement Rehabilitation Project 113 486 Specification No MPK 18-01 SECTION 905 SLURRY SEAL 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-1 h 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 905-21 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 rounded particles, volcanic in origin and black in color, as supplied by George 2018 Slurry Seal and Pavement Rehabilitation Project 114 487 Specification No MPK 18-01 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] (P MCAS 1 h) Properties Min. Max. Test on Emulsions Viscosity SSF, @ 77°F 15 0 90 0 Sieve Test, % -- 0 3 Storage Stability, 1 day, % -- 1 0 Residue by Evaporation 57 0 -- Particle Charge 1 Positive -- Tests on Residue from Evaporation Test Penetration, 77°F 40 0 90 0 Ductility, 77°F, cm 40 0 -- Absolute Viscosity @ 140°F, poise 2,250 0 -- Solubility in Trichloroethylene 97 0 -- Quantitative Test for Polymer Content Either, Torsional Recovery, % 18 0 -- Or, Polymer Content in Residue, wt % 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 2018 Slurry Seal and Pavement Rehabilitation Project 115 488 Specification No MPK 18-01 of emulsion to the project 905-3 EQUIPMENT 905-31 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 2018 Slurry Seal and Pavement Rehabilitation Project 116 489 Specification No MPK 18-01 905-3 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 905-41 General Except where otherwise indicated herein slurry seal application shall be in accordance with SSPWC Section 302-4 6 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 2018 Slurry Seal and Pavement Rehabilitation Project 117 490 Specification No MPK 18-01 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 704 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 2018 Slurry Seal and Pavement Rehabilitation Project 118 491 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 119 492 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 120 493 Specification No MPK 18-01 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 D Obtaining volumetric measurements of rubberized slurry for each truck 2018 Slurry Seal and Pavement Rehabilitation Project 121 494 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 122 495 Specification No MPK 18-01 SECTION 906 REMOVE AND REPLACE ASPHALT CONCRETE 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 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 2018 Slurry Seal and Pavement Rehabilitation Project 123 496 Specification No MPK 18-01 Diesel fuel will not be allowed on the project for oil down of equipment The provisions of Subsection 7-21 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 2018 Slurry Seal and Pavement Rehabilitation Project 124 497 Specification No MPK 18-01 SECTION 907 ASPHALT TACK COAT 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 inaccessible to the spray bar on the applicator truck, SS-1h emulsion may be 2018 Slurry Seal and Pavement Rehabilitation Project 125 498 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 126 499 Specification No MPK 18-01 SECTION 908 ADJUST UTILITY AND SURVEY MONUMENT COVERS 908-1 SCOPE OF WORK All manhole, utility valve, and survey monument covers shall be adjusted to finish grade after cape seal and 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 908-2 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 908-3 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 incidentals for adjusting utility and survey monument covers in accordance with the Contract Documents 2018 Slurry Seal and Pavement Rehabilitation Project 127 500 Specification No MPK 18-01 SECTION 909 PROTECT SURVEY MONUMENTATION 909-1 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 909-2 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 909-3 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 2018 Slurry Seal and Pavement Rehabilitation Project 128 501 Specification No MPK 18-01 SECTION 910 TRAFFIC SIGNING AND PAVEMENT DELINEATION 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, "Signs", 84, "Traffic Stripes and Pavement Markings", and 85, "Pavement Markers", 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 85-1 06 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 reflectorized All striping and markings shall be completed within 14 days of completing the paving 2018 Slurry Seal and Pavement Rehabilitation Project 129 502 Specification No MPK 18-01 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 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 09, "Public Safety " 2018 Slurry Seal and Pavement Rehabilitation Project 130 503 Specification No MPK 18-01 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 7-1 13, "Disposal of Material Outside the Highway Right of Way " 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 Stimsonite Construction Zone Marker (Model 66), manufactured by Amerace Corporation, Signal Products Division, 7542 North Natchez Avenue, Niles, IL 60648, Telephone (312) 647-7717 2018 Slurry Seal and Pavement Rehabilitation Project 131 504 Specification No MPK 18-01 Flex-O-Lite Raised Construction Marker (RCM), manufactured by Flex-P-Lite, Lukens Company, P 0 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 (128011281 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 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 2018 Slurry Seal and Pavement Rehabilitation Project 132 505 Specification No MPK 18-01 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 2018 Slurry Seal and Pavement Rehabilitation Project 133 506 Specification No MPK 18-01 SECTION 911 RELEASE ON CONTRACT 911-1 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 9-3, "Payment," and except for any unsettled claims listed on said form which have been filed in compliance with the requirements for making claims 911-2 PAYMENT A payment of$1 00 will be made to the Contractor for executing this document 2018 Slurry Seal and Pavement Rehabilitation Project 134 507 Specification No MPK 18-01 CITY OF MOORPARK DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION APPENDICES FOR 2018 SLURRY SEAL AND PAVEMENT REHABILITATION PROJECT SPECIFICATION NO. MPK 18-01 135 2018 Slurry Seal and Pavement Rehabilitation Project 508 Specification No MPK 18-01 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 Wage Rates 2018 Slurry Seal and Pavement Rehabilitation Project 136 509 Specification No MPK 18-01 Appendix A : Release on Contract 2018 Slurry Seal and Pavement Rehabilitation Project 510 Specification No MPK 18-01 RELEASE ON CONTRACT CONTRACT NAME 2018 Slurry Seal and Pavement Rehabilitation Project SPECIFICATION NO MPK 18-01 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 2018 THIS FORM MUST BE NOTARIZED using proper acknowledgment form (See Civil Code Section 1189, 1190, 1190a) Contractor By Title By Title 2018 Slurry Seal and Pavement Rehabilitation Project 511 Specification No MPK 18-01 Appendix B : Notice to Property Owners and Residents 2018 Slurry Seal and Pavement Rehabilitation Project 512 Specification No MPK 18-01 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 2018 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 2018 Slurry Seal and Pavement Rehabilitation Project SPECIFICATION NO MPK 18-01 2018 Slurry Seal and Pavement Rehabilitation Project 513 Specification No MPK 18-01 Appendix C: Standard Plans and Details 2018 Slurry Seal and Pavement Rehabilitation Project 514 ©2018 Coi,forn,o Deportment of Transportation All Rights Reserved ris err, IMItV rn ..Tit Etl CENTERLINES LANELINES (Cont) NO PASSING ZONES–TWO DIRECTION (2 LANE HIGHWAYS) (MULTILANE HIGHWAYS) DETAIL 1 DETAIL 12 4_B'_o_. DETAIL 21 dieis iu>al 7I r 1 r.h °`"'°", 7-0 t 7-0 0 17)-0" 7-0 18-0' y+.12-0 18-0 .•-•-•.4 skate f:...4 ® I I ® •..:.!..xu!t,.w,•,••4 avatsatiars....!zva..tme,t,...... ....i 4 LoL N f 0 f E }31)9 •ww:.:1'w•'w•S•at:twOW.•..•dw.•A4•w•w•w•w•w•w•..4:QPwn44A•i.......•w /I CNS LIVI r 'rv� G'N/5 )1'55 Oi L roo o,NN • L LS/A<5 COW"CM'S W fCANNL'D <IX�/CS CV!il/5 PLAN 5//£L) DETAIL 2 as ° DETAIL 12A 8'-6 7-0 17-0• 7'-0 B'-6" SEE NOTE ,=:>.I ,j5...,0 12;_0 DETAIL 22 I TO ACCOMPANY PLANS DATED cu 1 I al DL — — — t— DETAIL 3 DETAIL 3 DELETED ® 0 ® "f N DETAIL 13 DETAIL t3 DELETED 0 DETAIL 11 DETAIL 14 DELETED i cm DETAIL 23 DETAIL 23 DELETED DETAIL I DETAIL 4 DELETED DETAIL 14k r DETAIL 14A DELETED LEGEND RI MARKERS C ® TYPE C RED-CLEAR RETROREFLECTIVE CO NO PASSING ZONES–ONE DIRECTION 4s TYPE D TWO-WAY YELLOW RETROREFLECTIVE ffl DETAIL 5 ® TYPE G ONE-WAY CLEAR RETROREFLECTIVE ,1 2'-0" 36 0 .1,.,12_-Q',.1 DETAIL 15 ® TYPE H ONE-WAY YELLOW RETROREFLECTIVE CA LDL—_—_—_—_—_—_— _— ,L Z DETAIL 6 4e o i LINES v ...__18.-0" .,,,,12)-0)......, 18-0 ^ I 6"WHITE .> El =:•••••.a•. ra DETAIL 16 .____. _.?8'-_0_ ..._..._...._- '•.I'.:,,,;9+4wtr,•{ 6"YELLOW '23 �8...6.t.?...=0.}.8 6y r.7-0y 1 0 ® r: ® ria�. ® sass_ - _♦_ _ DETAIL7 DETAIL 7 DELETED LOL .•x.+•. 5r..•::::.•.s.•C.•.•..••'•'.•...r.7cc'•r n•:•:•.:•.`"•'•:, 1' . ,g. -r ® 24'-0 .®.,_.._ 24-0• ® .... ........ ...._..r,l 3//e'-41/e' ,..3%,)-41/4 7:-} l \1. _� z LANELINES DETAIL 17 DETAIL 17 DELETED 23 (MULTILANE HIGHWAYS) 'i 'r DETAIL 8 O r-o" n'-o" r-o" o o" DETAIL 18 all ,- '0 / M1 x1,.4e:.AM, .A.tA '''MASSUS)`"'•,,,,M 4444. "'` f „f TYPE C AND TYPE D TYPE G AND TYPE H 0 DETAIL 9 �8•-6 7' 0 17 0 7'-0 8•_6� DETAIL 19 et, RETROREFLECTIVE FACE m r i I I 0 a 7 6 .q ----+--12 °-+ 18 0' •}• 1 e 9... •{.t Q2..) ® •X•1).4:•:•.•:).o, — >y1•. r a - LOL---� - -- -- ......____.:1` STATE OF CALIFORNIA DETAIL 9A Sw'•r'•'+r rA••r" r:•i••wV'i :viwk.'r•rrw A6•'r" 5" 1 1 -1 DEPARTMENT OF TRANSPORTATION SEE NOTE 8 fi 7 0 -.49 __7'-0 ®.. 24.-0"_ _+..... 24 0....._._-® ... z4_.-0__..._®-_ - "1 PAVEMENT MARKERS ® I I I ® AND TRAFFIC LINES DETAIL 10 DETAIL 10 DELETED DETAIL 20 DETAIL 20 DELETED TYPICAL DETAILS NOTE: NO SCALE DETAIL 11 FOR FREEWAY APPLICATION ONLY 12-0' 36'-0' 12'-0 RSP A20A DATED APRIL 20,2018 SUPERSEDES RSP A20A DATED JULY 21,2017 AND STANDARD PLAN 4204 I i 1 1 DATED OCTOBER 30,2015-PAGE 12 OF THE STANDARD PLANS BOOK DATED 2015 REVISED STANDARD PLAN RSP A20A 01 01 ©2078 California Depor+mentofTransporto+ion - -�- ---- - - - -All Rights Reserved LEGEND LINES mLnunr. nn,ncA4L ET a',"�s >r'p� LEFT EDGELINES MEDIAN ISLANDSI MARKERS O 6"WHITE __.. .. _44_4_4._. (DIVIDED HIGHWAYS) ui TYPE D TWO-WAY :�•• .u!E6 YELLOW !.• DETAIL 24 ti DETAIL 28 YELLOW •V"ji.,�?ti'..`}G.civ,49.'h0'y^..4�i.J,si^:.p." ;:: RETROREFLECTIVE F :' r�' J J '- . TYPE H ONE-WAY AArI1 20 2018 .. fC80402 A EDGE OF TRAVELED WAY t -} YELLOW vi nNs ai ov o rt 3}1 9 "�""''' ''},�""'$�" •"'••'� .x a RETROREFLECTIVE r44 U,aF rasr ars c✓ wa\gyp nni LOL -—-—-—-— —-— —- nr GT aecukeS ok eou e e ess a ienvN[u\\r a„w+^�•# DETAIL 25 T” 9::.:%.:p•:+,y,sy}yti.;{y:•:;z;::.♦,r..'a•;:..r.:; `1. L� TYPE RY RED-YELLOW INTERSECTION a,«a „s,•e s r 1 RETROREFLECTIVE } - { TREATMENTS o ACCOMPANY PLANS DATED ' -EDGE OF TRAVELED WAY ® --++-} „ae o' -H til r DETAIL 34 10o 0 M r 24'-0" , 24'.0 b r,,�z o 1eo". . 16o.. z 0..,.. 18'0 3 ,,„,„,102047-00'"M'„?„, -�.. 1 DETAIL 25A Ni DETAIL 29 �. .24'-0 1' ..24'-0" 1 OL —.+.— { ® —_® ® —� — — _ ; �-LUL --- _ 58 c'i 'H t_. ® 1 Il ® ® 18,-0..,412'-0' 18' O"® 113'-0" 0 ® ® K_ t } 6 [- 24'-0' � 24'_0" 24'-0 -] i 24'-0' X71 F,... ____.. 4.}.._24.'0_ v.: •vv.+. ••.•.v..•:i.4.}•:,c.•• 4:441'•. DETAIL34A ..-� �._:7.,a.a"&.v,...�',r••a: ..4} a,:w _f �]2 0� 36 0 2 � 700'-0"'Min `EDGE OF TRAVELED WAY LOL --'------- — �- 1 .. 4444 -4444.. .._'' _ n DETAIL 26 __444 �,a,Mg4$1+:<..cac=4,11:eac<xo-rx•,•..w LOL--}-- =-=M1 _,. .•` .r .h --- -- -- .--5�— LOL xi -EDGE OF TRAVELED WAY , s ! } _ ... v.. I F'I' I „„---EDGE 1 ::•,:.vvVV,,V 2v`r.•S:G:•'=::,fixe•. :Y: 7 1§:v '4 .1, 100 0... MTn _ -.._ ._.-'1 '94.-.. 36_70" _ -P2'-94 "' . v o- ® R. ,i z A &V $� 4444_ 100'-0 Min _... y ti ae_ o' 4__4_44 1 �s tit DETAIL 35 8. 6, 8 66 a m DETAIL 27 .. B 6 y �. 7 E ® ® LI. t DETAIL 30 DETAIL 30 DELETED LOL- LOL K"C"•.. sa. 1 ^-} } } ATI_ i ::a FuaQ F• S . r C6 T saax •x +✓•:.xf•;x.•x<❖azc > f i } ® ® ® w 7. 0 _ L B. 6 M ti"----EDGE OF TRAVELED WAY EE 100 0'Mtn _, „1 ... of�r -.rl,_ _4.44 4 _._ - 6 6 a �- 48 ....._ ._.--- DETAIL 35A °�.� r 00 M ti. 0 a i 4 4.44.___. x•,s F.c..a :t.;.c 44 t•• .,.. ♦ANkM 1 ..4,.4:c.z,},: ;S i- a } Kv'`:x..Z•�.:x..,a , ..� sM•2'.,:•"..w�s<.3�:aN •�s -:-.:.F..,—-----,:;ii..,-— f, r ...-.,-.--„T--}—-LoL 7p RIGHT EDGELINES TWO-WAY LEFT TURN LANES ��.ti 00 o a0 „1 , 17'-0 ...I 0 DETAIL 31 ° ID DETAIL 27A DETAIL 27A DELETED -:'-':i� MARKER DETAILS r .I. LUL—- 2..0 6-0" 12.- 2.Y.---9:1o ca 31/s'�-4%s" � 31/ 4/a" Z Z DETAIL 278 �." .`�. •�` � � - 1 tia LIe'•"s'.r. 952,6 ._l_ }_._'"i. r '1 4444. e- , -} 23 ~"EDGE OF TRAVELED WAY } DETAIL 32 96 0 1 RIGHT EDGELINE EXTENSION THROUGH �. 24'-0' ,t, 24-0 + 24'-0 .1_4_.24'-0 , 24 0_-.--.,1.,._-24-0 y . N INTERSECTIONS (.. 6.. . TYPERY TYPE H DETAIL 27CIa o 1i2 0' 36 0"__ 2 ,0' 36-0 ..1.1.-04 s-0_ .X...):::::-=-,,,I-U- fi AND TYPE D LUL_—_ __.�,.__— —_._ .- _—:—_-_ "1"-- -_---_—_— [] C� C� [] 4x..d .J ✓.V.4.w4 s,.44`.65 v.' e4w.'"r'va'•S" :_.. RETROREFLECTIVE FACE 3'-0" 12'-0 L12'-0".,1 ,2-0" 3'-O' i7 f.< +d. LY.. S'• P . £',. -,,,,t } } }N a � = } \� v" ._1 STATE OF CALIFORNIA 3'-0'- �._._._.__...._. 44__44._ 96�-0 ..� DEPARTMENT OF TRANSPORTATION PAVEMENT MARKERS AND DETAIL 33 DETAIL 33 DELETED TRAFFIC LINES TYPICAL DETAILS NO SCALE RSP 8208 DATED APRIL 20,2018 SUPERSEDES RSP 8206 DATED JULY 21,2017 AND STANDARD PLAN 0208 DATED OCTOBER 30,2015- PAGE 13 OF THE STANDARD PLANS BOOK DATED 2015. REVISED STANDARD PLAN RSP A2OB 01 0) ©2078 Collfornia Deportment ofTronsportot ion -_-- -- All Rights Reserved LEGEND .... .....ir7i _ , +aEs*� CHANNELIZING LINE MARKERS - --- DETAIL 38 B"WHITE LINE ® TYPE C RED-CLEAR RETROREFLECTIVE nWL�'Y I �� I,' ,;':0 C ENL EE +< 5` w TYPE G ONE-WAY CLEAR RETROREFLECTIVE �� 5L 1 u u u -- ty'py,�Y,.y 6 YELLOW LINE Apr 20 2078 N AT i fceo4o2 r D nr l:o rT THROUGH TRAFFIC "'.Tr-V,a a 33)1.9 rw aACLL 1 -. xl .'., .:3-3'-',9 \nr1 MARKER DETAILS [`.,ES,,„,S,t.SW,� �r�''0 A< ""p DETAIL 38A 8"WHITE LINE TO ACCOMPANY PLANS DATED 37s'-4l/8' 3�/8'4�/e' RETROREFLECTIVE PAVEMENT r� ��._.1 1`-"-- � .� RETROREFLECTIVE PAVEMENT TTO /A',SEE NOTE 3 END MARKER AT RECESS---DOWNSTREAM �A,SEE NOTE 3 MARKER AT EITHER y -0 TO END OF RECESS DETAIL 388 L{ --8' WHITE LINE . c v o C L. ® ('— m "i SECTION A—A SECTION B B i 0 `r / \� , ® ® m :Nfi -"^t RETROREFLECTIVE EITHE PAVEMENT i . RETROREFLECTIVE PAVEMENT cn � TYPE C TYPE G MARKER AT EITHER MARKER AT DOWNSTREAM 70 END OF RECESS END OF RECESS \�y III DETAIL 38C DETAIL 38C DELETED RETROREFLECTIVE FACE I 1- Ill I';;__ < 1— M _2'- 4'101-I2'-1 �.r oJ m Min Min Mir in0 Min'I «I FINISHED CO FINISHED ROADWAY SURFACE PLAN �•� PLAN ROADWAY SURFACEin Two-way trafficCO One-way traffic - 6"TO B„__....__..... .. (Type 2) (Type 1) RECESS DETAIL FOR a O TO /i6' Z BIKE LANE LINE I RETROREFLECTIVE PAVEMENT MARKER CO DETAIL 39 _..- 6'WHITE LINE THERMOPLASTIC MATERIAL g D DETAIL FOR RECESSED r 4V6__4% 46''?I% RECESSED MARKER NOTES: CO THERMOPLASTIC TRAFFIC STRIPE 1 1 1 1 See typical traffic line INTERSECTION LINE __4 I I I ,,,r, details for marker patterns 17 See Notes A and B. to be used with recessed r. BIKE LANE //i VT pavement markers.Detail 140 RECESSED THERMOPLASTIC NOTES quires a type z recess. a RETROREFLECTIVE FACE DETAIL 39A 200',0:_ _ ___ INTERSECTION TIONA 2 See typical traffic line details far retroreflective Z r '` `� ...r, pavement marking patterns Pavement s markers shown 0 0 0 '1/2":///////1 '////////i' for recessed installations �7\ B The top of the thermoplastic installed are not to be used for 71:I ' _8'-D' 1..4'-0 \,-6”WHITE LINE In recessed pavement Shall be 0 to /Ic' non-recessed p vemen instollations below 'INC pavement surface. //////// _ 3.The top of pavement 17 markers installed In recesses shLANE LINE EXTENSIONS pavesurface ace be 0 to Me below the a shall TYPE C AND TYPE D TYPE G AND TYPE H bet h3 THROUGH INTERSECTIONS See Notes 1 and 2. DETAIL 40 DETAIL 90A DETAIL 4DA DELETED RETROREFLECTIVE PAVEMENT MARKER FOR RECESSED INSTALLATION I 0 o O O -6"WHITE LINE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CENTER LINE EXTENSIONS PAVEMENT MARKERS THROUGH INTERSECTIONS AND TRAFFIC LINES DETAIL 41 TYPICAL DETAILS DETAIL 11A DETAIL 41A DELETED 110" 5_'-o" NO SCALE EfflOW dO� ® RAP 020D DATED APRIL 20,2018 SUPERSEDES RSP A20D DATED JULY 21,2017 AND STANDARD PLAN 020D DATED OCTOBER 30,2015-PAGE 15 OF THE STANDARD PLANS BOOK DATED 2015 6' YELLOW LINE REVISED STANDARD PLAN RSP A2OD Cal ©2017 Col iforn o Deportment of Transportation All Rt9hts Reserved Osr CO YNYY UTt POST MALES SrtLEi fOTAi Srvf C1'S �S IE Vlt ! , t NOTES: W e, 7. See Revised Standard Plans RSP A20A,ASP A20B,RSP A20C,and RSP A200 for pavement July 21 2017 n fceo ou markers and traff iC lines typical [letai is iii ans nr=t ieovni tin rt- -��Z' v 3.7 19 2. Detail 9 traffic Stripe Shown,See project plans for traffic stripe Details ar r w tdrNal "5 4. nVit ige rr eE OH or S Foe %xF dCCONALrALW CWY(lfNF55 or SCd(O uit� SIAFG COP/CS 0."Ii//5 P[AN 5 Ef f ..._. TO ACCOMPANY PLANS DATED N 0 J m Cr) m 0 BLACK 0'TO 211 1'Min-It-1'Min 1k-0.TO 2' 1 0'TO 2' -I F 0 TO 2 } WHITE" 7.11.1111111111.1111111111.11.111111111.1111 BLACK- TO 2 WHITE -- RETROREFLECTIVE MARKER _--"-' BLACK r OPTION 2 OPTION 1 TYPICAL LANE LINE CONTRAST DETAIL TYPICAL LANE LINE OR RIGHT EDGE LINE CONTRAST DETAIL See Note 2 23 Cr) 12 a 1O O m STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS FOR CONTRAST STRIPING NO SCALE RSP A20E DATED JULY 21,2017 SUPERSEDES RSP 420E DATED JANUARY 20,2017 THAT SUPPLEMENTS THE STANDARD PLANS BOOK DATED 2015. REVISED STANDARD PLAN RSP A20E Cr co OUNiY u,, 0P05ltIa'r rSi CCTS .. ...___ .__.._.__. _._. _._.. ... ...�. ( ..t_....__... ._._t _ ..... .... .._. _ —.._.... _....__I v Giy{[gE()Civi FNG NEtt _ .... -.. _ _._ .__ . .._._.._. F p� / e ti .._._ _ .__..... _. .._._. ._.._.t Atif °. ._._- October 302015t+ANs nFnrt\ii:__ C80402__........ ...._...._ l,,s)a/F 0.� F a OH/ /"/cC .S 1 17 c9;;WAQ2N,s s a« �„E � J ___ij 10 .: _____-.. a /AT ._. __ _.___ __.._____. _.___ 1'-0' GRID to -- " TYPE I 10'-0" ARROW 4 „ 01 in _.._. _._._ _ _.._ 7'-0”GRID Ica a 6'��..._.._.._.__..� A=36 ft2 v TYPE UT ARROW 21 Is 1'-0' GRID_'1 '1-0" ......__ _... ___ . ii._. .___. Ori .... __. T•_3�� ..?_!.:"r v A=25 ft2 - _ .....__._ ""._ ,___ 1-0'GRID ID .. _...... .__..__. .. _...__...._T TYPE I 18'-0" ARROW g 0 zoo r a a 10 1'-0"GRID A=42 ft2 _,� .^D" .__..._ TYPE II ARROW A A=31 ft2 -` - - --" --1 Right lane drop arrow - -- a ,� II-0"GRID '-0" (For left Ione, c TYPE I 24'-0 ARROW ._..1 I7—' use mirror image) In A=15 ft' TYPE II (L) ARROW (For Type ID _... (R)arrow, ..- .. ..._._ __ ._._. _ _ use mirror imoge) ._.. ' _.._.... -- ---- A-33 ft2 -J Ilk--" o TYPE I ARROW _ NOTE: ._ _._.. ....._7. Minor variotions in dimensions ..-- 1'-0"GRID ......1 �1 ,0" may be occepted by the Engineer. 6"GRID 4 A=27 ft2 STATE OF CAL IFORNIA �1 '5 TYPE VII (L) ARROW DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS A=3.5 ft' (For Type IDI (R)arrow, ARROWS use mirror image) BIKE LANE ARROW NO SCALE I A 24A Ul C9 0.., CW t ROu .72n4",&51 ,S saint. rc sr Ll rs , 111E '-0' 2 %WIDTH of lta Fen::m�`� OF LANE October 30, _,r ' ---' , CB0402 .__..._ _ rl nNs nl on ro- ..._ MC VW,a, /' / as l s /fCNs a }31 11 >9 ...._.._..__._.__.—...._ _._._......_.._.. M ACC4HAC W 1f1` CY'C CCN .. CGY'/CY OC I Y A s CFl ANNlO '-'•'-- ....e''cni lRjp O al CD Z ClN r— lik ..___._________.__._.__„_____________.___.. 1'-0"GRID 1 01-O"GRID 1'-D"GRID _ p� 1'-0"GRID ....1...7„9.!: 2-0 x WIDTH2 A=45 ftZ A=59 ft2 OF LANE A=42 ft A=73 ft, INIIIIIIIEll __..._..._ TYPE II (L) ARROW TYPE II (B) ARROW TYPE II[ (L) ARROW TYPE II[ (B) ARROW • � I. (For- Type III(R)use mirror image) (For Type 11(R)use mirror image) 1'-D"GRID STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION A=70 ft= # NOTE: PAVEMENT MARKINGS RAILROAD CROSSING SYMBOL Minor variations in dimensions ARROWS AND SYMBOLS *7D ftz does not Include -the 2'-O"x variable may be accepted by the Engineer. width transverse lines. NO SCALE I A24B 01 0 1 I , I f AIII I-- - 1'1 II _ _ 11 ' i 11 II II I I lul.,111., th.ti ) 1111 101 , _ _ I 1 I 11 _ . .. .._:____ i _ _ _ - II -. - II II II 1 - _ A 11 1._- rr. ........4041 .1 1111111 P 11 III, -- ' II- i -IN II A=43 ft2 A=42 ft2 A=24 ft2 A=23 ft2 A=19 ft2 _ ..,_. 11111 III if; , - _ , - NI ' -_ 4 _ _ _ _ i li I ., A ! >ili-i -I1i Ilii--0 9 __ _I I ! pill- '.... I-- _ ii 1 li 1 - I 1 III .) l ' I i ill 1 - m 1 1 li : - II . -II II 1 -- I -1111- ' HI 'i A .1. 1, 11 1 - ) h2 CD ... cn Co iC CP 1"-I I- f i..1 1_'.'...1 1.._ f 9-1 I— > A=35 ft2 A=31 ft2 A=24 ft2 A=26 ft2 A=21 ft2 xi 10 a ....... ... - 1 I Nil i I; r- Ali A 1 IN II I I ilo_ 4 /01._ _ NOTES: _ II 11 -1 _ III Al - III il 1 __ '. !!..,,,TTT,...4;st44; xi. z I 2. The space between words must be at least four times II- gii- , -II -1$ the heIght of the characters for low speed roods,but not more than ten times the height of the characters. may be reduced opproprlotely where there is X40 00 , Il 1 ,II 11 I 1 II , _ I k A . - - E7a:rteto:17i7::menshiOn:mcc:dbehi:::epted by the Engtneer. it !II 1111 I- I II ''i III I --- '''.1 i I -11 - - - I- ciJjJ4 -11 I I 4. Portions of a letter,number or symbol may be separated by connectIng segments not to exceed 2"in width. _ -_ I 1' i -. 71 - — i 1 I I , `1'..11-.7 A=32 ft2 A=19 ft' A=26 ft2 A=22 ft2 1--"- A=18 ft2 WORD MARKINGS ITEM ft2 ITEM ft2 ITEM ft2 ITEM ft2 ..., • Imi 44••••••••/ lj I Ili-1-- I Ili 111 111 '17 h- XING 21 YIELD 24 BIKE 5 PED 18 AHEAD 31 SCHOOL 35 SLOW 23 COMPACT 10 1 -11- -I I 11 I i' -Ill , _ ___ _ ' WAIT 19 SIGNAL 32 STOP 22 RUNAWAY 43 ill -"777' LANE 6 TURN 24 LEFT 19 VEHICLES 42 . . . _ RIGHT 26 HERE 26 . 1---1 A I i I." — I 1 III ' —I- .., ( ,-- - STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION _ _ 111 ' I -III PAVEMENT MARKINGS _I_ 111 ...°1. ii- - I 11 --1 ,-, 71 WORDS ?"...1 ._ f , -f NO SCALE A=10 f t2 A=5 f t , 2 =',-1,--- A=6 fl-2 -22-1 .--' I A24D 01 IV _x ''-" n,5+ couNrY ,lour, ,07-`2 rwuo.4iecr "iso r si°tits 11- _ I{ELLS itEFi)LIVIL kLIN kit p&p October 30 207 5A9a F"2 s° �. A4 WHSAS�A��fid/H£SIGNS d.f lRYCB0902 "'a_. -- - �i _ :: 1 , m� I F. °---I f 71 -I E- A=24 ft2 A=27 ft2 A=21 ft2 A=22 ft2 A=14 ft2 - __ --- 1I ISI �a i '�11111:1-:iiilfr Lkr �_1111.. I I m L�_ P-. .__. \1 _\.I �� I�....: �� _ � �� � � 1 111 CAR t7 BUS 20 } } f- CLEAR 27 ONLY 22 a NJ 0 4"-1 r _q'�..�H} 4"_I I__T 91�1 f QZ�I H KEEP 24 FWY 16 .A A=16 ft2A=17 ft D A=23 ft2 A=24 ft2 A=20 ft2 r NOTES: a 1.If a messoge consists of more than one word, it must read "UP", Z _,-- /1'-0"WHITE LINE i.e.,the first word must De nearest the driver. ilk f/ 2.The space between words must De at least four times the height 'D� - i of the characters for low speed roads,but not more than ten times the height of the choracters.The space may be reduced IN appropriately where there is limited space because of local conditions. A i ‘1,1\, 3.Minor variations in dimensions may be accepted by the Engineer. m -��lil �� LIMIT LINE (STOP LINE) 4.Portions of a tetter,number or symbol may be separated by connecting segments not to exceed 2"In width. 5 The words NO PARKING"pavement morking is to be used for parking -- --- - - facilities.For typical locations of markings,see Standard Plans A90A i,_0.. ._0.. and A90B. �� , ._- .�_ �d II � -+ }.-- }.--.1 6.The words "NO PAR KINC',shall De painted In white letters no less than 1'-0"M gh on o cOniros+ing background and locates so +ha+ it rs -■ vise Die to traffic enforcement offlm ois�� 1000000WHITE SERIES OF1 �� �.- ,� _ ISOSCELES TRIANGLES ,!/i, STATE OF CALIFORNIA A=2 ft2 OEPARTMENT OF TRANSPORTATION See Nates 6 and 7 YIELD LINE PAVEMENT MARKINGS WORDS, LIMIT AND YIELD LINES NO SCALE I A 2 4E 01 IV IV et COUN1v noull r01241Ril0 EC'! Nu STErr'YS RC CC itt-' CMI LATLIN[Ili pµar�55IOH* No r 1'-0"TO 5'-0' n Ai 110 ierau`.. L October 30 2015 - c8-11402 III(MIT Cr LWJI.bVN°A OR I15 CYFICTxS Vii' • CrAIS SIMII G MN sra�Aiiavu`Ir irr'aN'" to 3,4 < CONTINENTAL See Note 1 NOTES: 1. of eacSpaces h lanebetween markings must be placed in wheel tracks 2 Spacings not to exceed 2.5 times width of longitudinal line 3 All crosswalk markings must be white except those near -- schools must be yellow. 0 TRIPLE FOUR MI Z See Note 1 N 1'-0"TO 5'-0"SEE NOTE 2 Ci0 /o BASIC Z LADDER I'-0"TO 5•-0"SEE NOTE 2 .............._. ....—1'-0"TO 2'-0" 11141111ZISX:1111 /41111‘ j o DIAGONAL HIGHER VISIBILITY CROSSWALKS STATE OF CALIFORNIA OEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS CROSSWALKS NO SCALE ( A24F 01 IV W 1 1 1 CENTERLINES (2 LANE HIGHWAYS) NO PASSING ZONES-TWO DIRECTION DETAIL 1 DETAIL 21E A D A D A 01202212 "} , • -0» (1_4.,i____)____.0 m ,...., ....,.., .. . .... ..... , .......... ... . ,.,..,. ... ... . ..� .... . DETAIL 2 48, f B A D A B DETAIL 22 24'-O" I� 24'-O" . (7.20 m) ® (7.20 m) E DETAIL 5 . C 36'-O„ C_� (10 80 m) i.N E 011466,9 LEFT EDGELINES (DIVIDED HIGHWAYS) DETAIL 6 48'-0" (14.40 m) DETAIL 24 .. 18'-0" C 18•_0„ .. E _7(5.40 m)`~ ,.;I`(5.40 m) := E EDGE OF TRAVELED WAY 0 ' ,- E LANELINES DETAIL 25 N (MULTILANE HIGHWAYS) avesso i"--EDGE OF TRAVELED +VAY DETAIL 8 A 0 A D A I. 48'-0" (14 40 m).1 N E E i 1 I I C 1 DETAIL 25A N anew ........................................... '---. to DETAIL 9 48'-0" (14.40 m) 24,-a„ ® 241_0„ 11 00021* B A D A B 1 (7.20 m_) 1 (7.20m NE 011 I I I .I Ell EDGE OF TRAVELED WA 02.) DETAIL 26 EDGE OF TRAVELED WAY 4.1410. ® 48'-0" (14 40 m) MI E NO PASSING ZONES-ONE DIRECTION x-1N E 0 DETAIL 15 A D A D A E MEDIAN ISLANDS `� --^.. - - -- ...... •`-1u� DETAIL 28 E •:-;, .•..•:•>.. . . n, s• ........ IIS En sissistv 48'-0" (14 40 m) m E DETAIL 16 B A B A E a sisommissmaimmemsE ® �_ "1''E 0 = E E 720 m 720 m o E 0 80 m ., DETAIL 18 C .in 1 E 6'-0" Cmemo, DETAIL 29 , 24'--0" 24'-0„ a o 1 ..._.,..,_•;__ E ® (7.20 m)® 7.20 m) I tv E ........,.................,..................1..1.1.......1.........:� E .............?"::-..-.-..........-.-- _. ,,.;T j DETAIL 19 ,.- Q 18'-o" C 18'-D" R F E (5.40 rrt ... ..... . (5 •40 m ,� ........ ............................ E o 1m 7.20m o In SEE SHEET 2 FOR DIMENSIONS A TO 0 `� STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION P nateWORKS ST SBY THE TANINC PAVEMENT MARKERS AND STANDARD PLAN ORM:NM/OK COMMITTEE TRAFFIC LINES 170-0 20iT TRAFFIC USE WITH STANDARD SPECIFICATIONS FOR PNUBLIC WORKS CONSTRUCTION SHEET t OF 4 24 .1...... E Eo c "? ,,,,, TWO—WAY LEFT TURN LANES E •x DETAIL 31 E 3 41...s...moy''a'...+ci"°u"rx,,,o.5i+h.1, ti r i.. !i ., .....':icti,c ` C7�3 <«;. (10 80 m) «. . (10 80 m) .z .... e5<_ . u h n.h.<.Fs may. t:.: ..d ' >..1 E:: ?ti:. ✓,k?.,.s::. te) E t DETAIL 32 -� 96,_0„ (28.80 m) __, .., r., E E E x 24'-0" 24V-0" 24'—O" 24'—O" 24, 0" 24'-0" N E O 720 m , 720 m , 720 m 720 m (720 m (720 m ® "1"' o. 6'..`.'..!inti,nlett'., tit;ft.�ti:44.;.. ✓.,w. 3 '•.,c,.., ..,. _. • ..,.:*..•..2..: 'M :' .,a:.:S..h ......:.' _. .,. :4.. ...,._ �' ' 0 5 40 m ;, , h 10 m) t. (10.80 m) ,5„..,...,,,,:5 40 rvi E i CHANNELIZING LINE BIKE LANE LINE DETAIL 38K.- 8K. 8" (200 mm) WHITE LINE g DETAIL 39 �� 6" (150 mm) WHITE LINE No •.. El 'I ''' ...! f 24'-0" ..r 24'-0" r (7 20 m) (7.20 m INTERSECTION LINE THROUGH FRAFFIC BIKE LANE DETAIL 38A 8" (200 mm) WHITE UNE DETAIL 39A +20(?_0 60 0 m1 °5. ION 40, 5" (150 mm) 8'_0" (1.20 m) WHITE LINE LANE LINE EXTENSIONS (2.40 m) THROUGH INTERSECTIONS DETAIL 40S•._0 1'-0.+ f .,, /(180 m) (0 30 m"j ,• DIMENSIONS ©i ©. I 00 4" (100 mm) WHITE LINE A 7'—O" 2.10 m) B = S'-6" (2. 55 m) CENTER LINE EXTENSIONS C 12'_0" (3.60 m) THROUGH INTERSECTIONS 0 = 17'—O" (5 10 m) DETAIL 416'_0+> 1'-0" l ' A. ) ._ —o 1 80 m)(0.30 m 4" (100 mm) YELLOW LINE Q STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION! STANDARD PLAN PAVEMENT MARKERS AND 170-0 'TRAFFIC LINES j SHEET 2 OF 4 *.o5 LEGEND MARKERS 0 TYPE A WHITE NON-REFLECTIVE _" TYPE AY YELLOW NON-REFLECTIVE m TYPE B CLEAR TWO-WAY RETROREFLECTIVE ® TYPE RED / CLEAR RETROREFLECTIVE TYPE 0 YELLOW TWO-WAY RETROREFLECTIVE ® TYPE G CLEAR ONE-WAY RETROREFLECTIVE ® TYPE H YELLOW ONE-WAY RETROREFLECTIVE ® TYPE I BLUE TWO-WAY RETROREFLECTIVE LINES I 1 4" WHITE 4" YELLOW owes DIRECTION OF TRAVEL ir) E 0E E -- E co ^ E d din oa0°' 388" TO 4.13" orn �r o 04 3 88 TO 4,13" H o (98 TO 105 mm) I- 0 O0 �0 1 (98 TO 105 mm) bI- E ` o� r cr''w E o a E ' .,I -- '-"-,, { p©Lr or o- F- F p_, p 1- lag „c2:1, ...:3,,,,,..„,,,,,,,, 111111.1 03 BMA MEL TYPE I. & TYPE AY TYPE B. TYPE C, TYPE 0 & TYPE I TYPE G & TYPE I-I RETROREFLECTIVE FACE MARKER DETAILS l STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PAVEMENT MARKERS AND 1 -0 TRAFFIC LINES SHEET 3 OF 4 5-76 6 4" (100 mm. CLEAR 0 FIRE HYDRANT () FIRE HYDRANT 2'-O" (600 mm) STREETS WITHOUT LANE STRIPING STREETS WITH CENTER LINE OR SINGLE LANE STRIPING 4" (100 mm) CLEAR E � ® C FIRE HYDRANT -Q-FIRE HYDRANT ARKER PLACED IN FRONT OF DRIVEWAY AT DRIVEWAY OR SOME STREETS WITH MULTIPLE LANE STRIPING DISTANCE FROM STREET FIRE HYDRANT MARKERS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PIAN PAVEMENT MARKERS AND 170 TRAFFIC LINES SHEET 4 OF 4 327 Ea- of stn a n E ,-12 WH ,( (300 mmITE) R1 \\\: 20' (7 m) RED CURB ± � J OR SEE PLANS LEGEND SHALL BE CENTERED z ON THE TRAFFIC LANE o EXCLUDING PARKING " AND/OR BIKE LANE \---- DETAIL 22 OR SEE PLANS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED By THE STANDARD PLAN PUBLIC WORKS STANDARDS INC. STOP ANDSTOPBAR1 72-0 GREENBOOK COMMITTEE 2011 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 cop8 51 (1.5 m) CURB LINE SIDEWALK-- , MIN SIDEWALK URB LINE ' (1.5m) f 51 (1 5 m) r. 10'--) '�'0c 10' +O Ez (3 m) (3m) -- 12" 12" 12" 12" In (300 mm) (300 mm) (300 mm) (300 mm) CROSSWALK CROSSWALK ----lr STRIPING 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 f CANNOT BE MAINTAINED. 3. CASE I SHALL BE USED WITH 90' DELTA AND 25' (7 5 m) OR GREATER CURB RETURN RADIUS. OF ROADWAY 10'x2' (3 000 x 600 mm) THERMOPLASTIC MARKING E 1' 300 mm) PROLONGATION r> I 2' 600 mm TYP OF CURB LINE '6 III ..2' (600 mm) TYP ..*11 III 1 1' (300 mm) 11P VARIES THERMOPLASTIC MARKING CURB LINE CURB LINE LADDER STYLE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY TETE STANDARD PLAN '. PUBLIC WORKS STANDARDS INC CROSSWALK STRIPING174- GREENBOOK COMMITTEE ' USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 S-)9 12" (300 mm) WHITE CROSSWALK LINES DETAIL 22 OR W54 5' (7 5 m) RED CURB PER PLANS 100' (30 m) MIN �/ X I REFLECTIVE WHITE 32' (9.6 m) LEGEND MARKINGS PER PE- CALTRANS STD PLAN A24D W54A 8' (2.4 m) PEDESTRIAN MARKING AT CROSSWALK 12" (300 mm) YELLOW CROSSWALK LINES DETAIL 22 OR SW25 PER PLANS 25' (7.5 m) RED CURB 100' (30 m) 8' (2.4 m) 111\ _ 32' (9 6 m) 1 REFLECTIVE YELLOW LEGEND MARKINGS PER CALTRANS STD PLAN A24D SR4 (WHERE POSTED SPEED LIMIT EXCEEDS 25 MPH) 0 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 SET OF LEGEND MARKINGS INSTALLED IN 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 and SR4) SHALL BE HIGH—VISIBILITY FLOURESCENT YELLLOW—GREEN. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION fROMus6A1ED BY"ME STANDARD PLAN PUBLIC WORKS STANDARDS INC. PEDESTRIAN 1 PIAN CROSSINGS GREENBOCK COMMITTEE 7 ® 2011 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION _ SHEET 1 OF 1 .c so I 1 I I I I I I .\..\.\\ >\��� -10111 y 1 �/ .\\\\\ 111111 1 y , \s 111111 x . c • cs. 111111 V -1+e''A , , `::. 111111 !rill! � \\\ 1/4''%1>;(•./ CG�pi •`• ;; !1!11! 111111 `41 � �e�� C ,T`��:. 111111 \ `• 'Qy,'A 'y •.\\`.. 11!111 V. 111111 `•••```Air `\\;���`111111 yrlrll • In_ / _ Depth of grind as 1 A 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 r be flush with the gutter lip after placement of \ the limits of the curb ramp to ARAM with Slurry Seal, Slurry Seal or provide a minimum 24-in transition Asphalt Pavement. to the existing pavement surface. Plan View ARAM-Slurry Seal Finished Surface After I.) Pavement Treatment iimmmommionsti .;mmmiiiiimitti- __. i 1 _____, EX. A.C. —`--'�� EX CURB-GUTTER, � - I AND CURB RAMP I 24-inch min. tapered Depth of grind as necessary for finished edge grind. pavement surface to be flush with gutter lip. Section View EDGE GRIND AT CURB RAMP N .T.S. 531 SLURRY 3 8 ARAM -��_. ammo•:.•.+���.:•-•���,�►..... ���e..���+...,,�.`.:._r,`.... #_rte,.-,r.�r0w.�`:..►,�,w�a,�,.. EXIST. A.C. SLURRY AND ARAM CAPESEAL 01 N Specification No MPK 18 01 / I 48"minimum -� N "BUSINESS" ENTRANCE t •r tN • dl / ts - --t • not to scale (five possible arrow positions) FABRICATION NOTES 1 Black letters and borders on orange non-reflective background 2 6" capital letters and numerals for business names 3 8" capital letters for the word "ENTRANCE" 4 5" space between lines 5 61/2 minimum space between border and letters 6 1/2" black border with 1W corner radius 7 Sign back may be plywood and may be mounted on a Type II barricade 8 Black arrow, size per G36-2 sign, shall be rotatable to vertical, 45° left and right and 90° left and right with six predrilled holes and two bolts, each sign 9 Ten (10) signs will be needed 10 All BUSINSESS/ENTRANCE signs are to be turned over to the City at the end of the project CITY OF MOORPARK TEMPORARY BUSINESS ENTRANCE SIGN ) 2018 Slurry Seal and Pavement Rehabilitation Project 533 Specification No MPK 18-01 7 .,11111. 4r ROAD CONSTRUCTION EXAMPLE STREET NAME DRIVE EXAMPLE TIME PERIOD JUNE - AUGUST 4"X 4.. WOOD POST FABRICAT)QN.NOTES: 1. Black letters and border on orangenon-reflective background. . 2 4"minimum capital letters(40-.64). 3. 6 rl"minimum.space.between border andletters. 4. 1"black border with 3 comer radius and 34"margin.. 5. Sign shallinclude actual beginning and ending months per City Engineering. S. Sign back may be plywood and may mounted on a Type it barricade. 7. Signs are to be given to the City:at:completion of the project. CITY OF MOORPARK TEMPORARY ROAD CONSTRUCTION SIGN immiummuir 2018 Slurry Seal and Pavement Rehabilitation Project 534 Specification No MPK 18-01 Appendix D: Location Exhibits and As-Built Drawings 2018 Slurry Seal and Pavement Rehabilitation Project 535 ,, ` 1 ; , rili --- 1 : „I iirr / ,,,,, ?? f�j ` kr�rte/h .1 , , , / J r ,F r I ,� I\ I // / /; - / ,iii,,,( .e / �j / Ga fr' 1 ; Ai~� ✓it // 1� ,,< �� 11 r— G� // l4. oy TIT1 , _ , . ,,, ,„ c, i , ,- , , i - ' ,I ------, ..... *-1 / - --6: igSCC / 1 s .96 J r . f i ��__ / ,TIL / y0OgeJ r - // 1 1 8� 1 c� �°'',c / / \ 1 Y i /2''1.�I/�f l�— 17 0 -.....Ng______,/--___-....„ ,---- r/7s c / c? --7,75,4,,, / F / 1 \ ' ---. t"--. ..... z c, i , r\Tr ....._. / ---, it.,,' J c�,2 r / , L ��`L. � God\�`O` Ua. 17 \��--Collins br 11 I—� e i / '3' / / , , 1 . '1 r — c) 7 . i ` ampus V c \ \ . y Canyon Park /�r� I ,.- qG 011i oe Join Street Location of Crack Fill and Slurry Seal Improvement w 2018 Slurry Seal and Pavement Rehabilitation Project Specification No. MPK 18-01 Ow�ll a SOC Q C U IL co T a Q 76 0 Princeton Ave 'r— ] 9 i p!% `Q 4 .42 co( o.,, 0 9i. ender GDF law ne Princeton A'E - L t i PNC 7 0 C Qom c.. - r r venida - az a Ao�PaQ )0c\c'" .. -... .-.... ... . . . - ..- _ fib each!) .. ....... ..._........_... L1 CCa anyon Arroyo Simi River Xi0 73 CD eatom -n MI Pavement Rehabilitation along Princeton Avenue Remove and Replace 2" Asphalt Concrete — Approximately 3.750 square feet Final locations to be determined by City. ch 2018 Slurry Seal and Pavement Rehabilitation Project Specification No. MPK 18-01 ai(v � . alto v -- -- �- $/.5' a 49.5' i [2� T1.5 5' 25' 34. r9.5 14 �.y' _ to 2' , 0o0 9, / / No. 39 G3-1 IN 2. iri v I�( 9� #s 2% 0,13 LEvEL 0.3/'� / I - -� 02% _ GoµSTRUGT MAsoNF•Y / / la • i ti 21/4 a �a�^ t3l-oGH( PIETRA,INING LUL�LI- Q o fs �i,LA. Q , Pell CAL-TFiANS PLATO s-5-II k` a d .`., tREFEPI "To . 1 .. 3-b CADIPIC-> PI 6 3 - _ Lacs,-tcny - �I. FbIR 1 / `�1RFibW G ITES T 3'It°3-1 >y��} \ Co/ '57 4"TH/G.e Canc. BASE PE2 50/L`3 CONST. CONC. CURB Ir------__\ I ..: 5/0EWLltx PE2 v-C 5T/7. ANALYSIS CUTTER PE2 V.C. br0. J MOORPARK COLLECjE Attsft. 4. •�O PLATE E-5 Oesv.,E) PLATE E-4 (Zee C) r PE A 2 (TYe)no sands Ti TRACT el iv - , Ili 4,, eim. - R COLI- IN ° E za, 12SIVe! mmm e, Si Q, Pr]RKkit .345, I-5 -� 5. TEA NOVTRACT ® „ 191 1 W 2Gro8 121 c, G,5 ARIES 15' to to - v t E J 44 Illifilito � iii � PERPIAN ,7ERt�LAN 'PE4Limit-yr t Q / ,N 5/M/!/L1L. Y iig ?^ + ! � G.A. ' /Ay is4 _ LEGEND : v ¢°A-c • . �A�`E R di• R © _ G1ZA17lNC, PLAN Z%y I r,l3/, . . LEVEL i e- 2% R �I 5.O ilklitio SHEETS r-m>�oa•. ,-o ~- / �s���. ' 2% -� .8 �r / AW • 4.71,4, •6HT. Nn-9 5TIZI=ET PLArI @.o..Q aw r' `� SHEETS oiv5r 4a civic ' ' c' CO/Y5T_ Co/Yc. cU2l3 BASE :Eiz 50/L5 5AciavaLK DE2 e L 5 --. " liL/TTE/l PE2 V C. STN. AAL Y5/5 PLATE E-5 (.eel/• a) VICINITY MAP BI 7YPEAZ (TY/�JGI (TY/7JSCALE : IN = 10001 Pic 414. © 5EC �-� - 11111111 /3O No tots- 3 COLLI S D' � N SHT. MO. /2 -/0 ' / 0 oFF,gl'tf� �, IV � ,e/w a/w 531 0 rLCo.9 21.5' r / 21 .21. t9_ 5' 20' 2o' 5' 11.6 _4±j______ -------- !°.5' co it_:ifSHT. No. 1 i 11 , Rr --- 1 5 %if / -A, �\,- Gia ti fe e, "Si . � A"A c.�IwNq illr_ 47/ T u r t/ � .2 Pk -/ U;y iii st1�'/�//'t�iilriii�'�`7 1 •2-<-: ° a1 0�; SCALE Iu. W0' 5'4" d', : ' e 5-04. 9 f ie �0 CON5T. CD VC. CU2B d •,5A5e Pse 50/G5 CONST. 4" THlcic cone. ww INDEX NA 4, P QUTTB2 ret vc. sta 4NAG y5/5 $/0EWALk nn2 V.C. 5T17. YQ P-/ calk PLidre E-4(.�'v. CJ PGATE E-5 heevr )(TYP_J .� (lice.; Type-42 (TYP) ®o ���� SECTION tIC - CII ��Po.0 / t40 5c/aLE �t-P J e P- te, PER V.C. SID. PLATE 03 SA REvE) \ HEARON DRIVE IL, r-e MONROE AVENUE a/w 49' W�za. ' 2d.5' • /2" 1.51 9' /B' 6B' , 5' 15' 12" GS I I I l+ i y ����� 1 INDEX OF DRAW IHSS ' E d N O. 3' A.C. PAVING 39/0 Z �` e SHEET NO. D6SGRIPTIoN VENTURA Gouty o ..a/ DRAlJit44 NUNCEE.RS k • �' ..d--mi c.? 2°7 SEutF�t In[IPROVflM>rtilTs- INDEX 58-29i r ..,l ' _ . . ; Q. " 3C� CoLLtt�s r>2t�te 58798 .3-� /s j . .. 6 3'-O 31 BEA2on brzi--e 987 99 I�• 7 ( . SZ HEA�RoN t2lzI'.J 58800 CON5T, CONC. Ct/ 4S1 /345E raiz 50/L5 CONST, 4•• _ 33 .REA2oN 17RtVE 58801 C,UTTE2 PE2 I/C.STR ANRLYSLS Th'/c.e Cote TAM Cour -� MONRoe A.veNu.e- 58802 PLATE E-4(2Ev. CJ sipE�VQ-_ N6.L� VC. STN. 3s f524,42Pi COUCZT ^- SoSNA Courr.T 581303 TYPE A2 (rYP,) PLATE E-5(2EY.6J(IYP� ace' MAA-IAN COU12T THIONNET PLAce 58804 3-7 IZA•tH5 Coutzt -- taitMEta PLACE 58805 I'D $1 38 SEITZ CCutzT 588CG ,--.- _ - o SECT ION D - 17 a9 !MALIN coutzr 5880-7 •�,v+ - FRF ESSI�'I'�d NO OGAt_E 40 WPTEFZ IMPROVEMENTS - thl�EJC 58808 / �4G PER V.C. STD. PLATE BES (REV E 4-1 COLL-It-1,S r7tzv-is. 58809 4-2 HEA.tzoN vulva 588 10 L.,,..3.1 `n 5rANL.y COUI&T eOSNA COOST 43 HEAtzoN vizLY6 588N 4-4 HEACZOH QtZtVE 58812 V ( NO 708 rHfONNET PLACE T�ITNER PLACE 4s 5Thrice-? CoutzT mormee ANet•iuE aE XP s3sem 31�s9�` MAHAN CO - (SAWS COURT_ AS - BUILT 40 s aunt Coutzr -.- 5DSNA. Coutz-r< 3� / SEITZ COf, RAUN COURT iC 45 2A H5 COUtZT -- 8LTNE1Z PL4GE - 58810 tf,> , i iV'``- ;' , 49 et-r1 Cal or 588 t7 ite OF iE NOVEMBER 1987 so r,IznuN cower - Seats D PREPARED BY M.K. C.Nt• CI TY OF MOORPARK WORK ORDER ND. TRACT N0 3963 - I SHEET C RAMSEYER AND ASSOCIATES DESIGNED DRAWN CHECKED 5D APPROVED: CITY OF MOORPARK 622 . 31 OF 8 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS 9UBL I C WORKS AGENCY GRADING AND STREET IMPROVEMENT A �� 1881 KNOLL DRIVE DRAWING NO. VENTURA, CALIF. 93003 INDEX AND DETAIL SHEET RAW I NGN - t� G-3-8(a VENT) 654-1088 CALIF ' A REVISION DESCRIPTION APP. DATE EDDIE P . RAMSEYER HCE 26362 DATE C ENGIN R.CE• DATE 84_ 01 co CO - • o s _ d 0 -_ - r [� I— Com+ �I ✓ 43\ d' - t ti9 • w - 02 N : a ao R 1. ,- d 4g c9 i O • . , 4 7oP, IC7O V.C. acs; • _ , �, r r N .: I` r~ , ` ,. � ;.. . - is • ... ,: , _ O :. - . . �.. �.. . ,, } ... . ..... ' -.- -. CJ O o- : d tet . o '. `� t -. . :i � i I (. -.. . .:. b.' -. . ..-. Ate.. ,.. -.� : • ,: - ,. '-- I!, / 1 RFS -. D C D I'`► OAC:, : , , 14 tt d15 t.E vER aour . GRANHIC; tE :-. q. -, y 4 3 Co 2 I o 5. �0 '-. r' DATA 3 \ TRA 0 R L T / Pouf ARY' I � \,\. 4., 52 22 5� 36000 �i47.41 18(�•9I s $\ °� lz\N't �,� 56° 05'37" 400,00405.57222. 15' AS c ���C �4 c 56°x5'37" 420.00' 425-b5' 253.26'_ c �� +0 (a��^� e 87° 39 ' 19" 25.00' _ 38.25' 24.017' :\ \� lr��� 6B G 43°01:1112./::: 3'2�Z 500.00' 37720' (98. Oa' �6-32 �� X69 ,\ = 10+00.00lNT. coI,LINS DIC, 6,?? H 4 I° 17' I S" 2 0.00' 374. 2' 14 5. 4 ' �� `® © \ •S )3 ' G6�? �? I >37°21' 30" 2250. 5. 00' �i2>.12' 23.f37' CON�t• 5'7' ROADWAY IMPROVEMENT�i +r� ' ‘,. • ?? • J b°03'53" 25. 00' 3b 43' 24. 17' PES TYPICAL SECTION G c ON SHT. co ! ��q. � o' 6 q!k`I 0 '\ 14 en CJ \Oc. \\"\\ �P`O`� \ NM N��``` m — Q 1i; I �0�3, Co „c i?51 iv.z ��� '.6., ,3., 0 �`\ I Ol AJ Ant; Plitto,, cs. I-: •.9 CD 0 Cd Cl.. 40 \Nz. t` 367x , �Qi STORm. to U S6s \'�' \ wQ� (n� \\ O O�iir �'�E HT.1 PE— � + 325Q3` \ M Is f co�g SE Sl 17 /A� �— � GG �/ E • o �O�/ ��O 0 / lBiPfO (07$. 47 G7 f°.CnL .„„es------. p1VG /SOV zON `�� SEE 51-/7-131 PE ��� 6711C,r 679-.W7 t;ZB. 37 �77.I2 �� �I� Q�� �Sgg V • �„ 20 i I/ F.�i. / F.4. F.oi. Co G•F• � 3ti ' 3 6,78.47 1 l°7a•33 H• 77.4-3 �°7Co•!c2 J �8 ;= 6n C,F. �//QFC ' t; W © ^^ �uC F... CD"C.F• _ \'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL ¢+G5 rJTIZ. 1 4T. (n hil 7// 776 ,1 I I 4V ,�/z>0 G3.53' 4N5T,gLL STR. r 11111°>° C7 I 'i / 0 X6.02, NOW NAME Stc,N W III IB o co ^p OI CONSTRUCT HANDICAPPED RAMPS O .� N lc Cr LI- • DC I LA U i\• p I PEK VEM uFjA GbUN N .S L. ~ U 1 n ' I 1 FESSI PLATE T✓ 2a CFS6V A) `� � 53i I SRO Uv-, P. •A� 5' 26.5' co ci ti`,-0\x�DC c) F_ KNi� E.6, a Vim\ ' 5' / 'Zo '20� u� lL O �` Scn.LE. : 1,I_/Ir, 571 g - No. 27088 G. J ,',4t Ey.p. .3I?{o •% MO/SI SHEEj Np_ 5' * 9/a1rs� \@ l d 2 0 =�o Rod �� civ‘‘-,6‘> AS BUILT Ca1SAPHIC SCALE 4"'L AVENU '4T� OFCA\S NOVEMBER, 1987 PREPARED BY 8 l/�_ WORK ORDER N0. T '42 y Co8 RAMSEYER AND ASSOCIATES DESIGNED DRAWN CHECKED �a1 TY OF MOORPARK TRACT ACT NO. lY I SHEET r_ APPROV 0: CITY 0. MOORPARK DUBLIC WORKS AGENCY - - hr�EEr PLAN AND PROFILE H EARON DRIVE. Q DRAWING NOC . a CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS r ./1 '/ � 86 I / -E} /- KNOLL DRIVE (,J{p�Mk10IL� I2�V 1yG %TR ' 1 DAN/ � (o-�j-�(o VENTURA,VENTCALIF. 93003 ',or ! 'Y1 CO Zik REVISION DESCRIPTION APP. DATE EDDIE P RAMSEYER RCE 26362 447E (805) 654-1088 CITY ESC, E R IZ.C.E 7b$S DATE e•• - k i clot 00 at \Q 8 so 7104 * 700 * , 0- r- 00° ° !n ' ; ) • ' ' '-' ' ' ' ) ,, - ; , - ; ,, -;' ',' wroF ; ; , , t•-• --: V1... . , * - • ms 0 t,.. ,, , - A= , - 0 0 Ls-, - 0 + G3O a % 6 %--) ' 0 ' 0 - A , ci ' -: ' • - , '' , :. • , • • - ' '- .‘ ' \ • , , - , ' , • , , LE 0 0 0, 0 0 c. , „ . ti CC‘ I PC)U EbLE VERTICAL I , 1 I to 17 cusv s. PATIN 0 A fk L T , I 0 I I Pi 1, , .. /...: cp°etsm el-Lyric' se tor1/41 c7c _ON' ,HT• Co c-T • /2.•,• tits I, .II3 (.31-4:. . G.fc5, A INC/ COURT U cs,9-NA COURT eEE sHoe.-r- No. erz.5.0 0 i 4.1 ,(04_, 27. 901 1m PROVE M eNTz, Et ;Z:4 511,47'„I 772.il" 4!0%00.00.CID:, 4.7 0951::_fli :1.= 7 ct 0° 1101 07" 041 4 q/ 14 ›- ser ,Hal" No .12, it1/4110/401VM r DITNER PLACe. . . - . 6 04 424.9111 iiiik 1 MIS3Ev1=1111I -__ _. Z 2. (J. V 2 1-: U.I 04 et6f• 5HE.T NO. 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SHEET PREPARED BY --..--;----1.r D CI TY OF MOORPARK TRACT NO. 47 9 G"i - I C,) DESIGNED DFlAWN CHECKED OF ciricE ET PLAN AND PROFILE APP-OV D: CITY OF MOORPARK c -- , RAMSEYER AND ASSOCIATES PUBLIC WORKS AGENCY co ou up L pt si:r _ DRAWING NO is CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS _ ,"" 1881 KNOLL DRIVE d's -0 °ft Ste-ME/0/2S A -C %•1•,SZP- &F's a.•ei, VENTURA CALIF 93003 . 141 * cr• (B05) 654-1088 St1/41Ctit` ' . r .c se. 2708 : .ATE A REVISION DESCRIPTION APP DATE EDDIE P PAMSEYER RCE 26362 DA T E 4S •.4 OJ COP201S9ANLJAN C O.C. •� QIG , cr 1 OT Top oP N,I L cutzl� a Lr c� v tl1 I cA t9 •S S ! Q O U o • 602/ �.:� l �: r � o � Cr: N , d1 sit ,aa - r;tJ t • • r , .� 1--0 4 s r , + + - , N , c1 bre O , 4_, , , is „, ? ; lig - -rF • q• _ -;: '� � lot �� 7cQ r'o o � � � a � „ �► , is$I p , •.. , . . + . -4 , , .. '.,T017') . _ . ..mac. . , „ . , ., , . : ,:.: . - , fi + Q . , I'•1. �b97 0 d� � • v d1 � .. WSJ . c5- r O D.• a! 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",imitic e d LL G c.F. ‘to\,.• Llirsolit-P %` 5Z.38 3e.,..85-___/- t_ 0 / U ` a�N l9 G• �' 1 , X814' sa4 O �r Its /it's, . 1' � h0 • s III ` o= U 4� azv' �3.��' V All © il o �� m 4 id G�' 132 1 �LL� °L 1` q0°' 2ro.S1 " t'` �'' o Z 20' ....113 131 1• 's S �11il U� U I (x.5 r '7 I_ 2�; `��y�1»► 49.671 12 (0 125 124 t 125 122 v5 , -tY ,�-p �•cil 20' 20 , SEE �iHEET NO.� HEARON DRIVE ® + �e� MAHAN COURT THIONNET PLACE F�pFESSlpyq 4111. iv I' c t R'°'r,, . �c° ,� • Kk,`c, 41,11+1 _ / ,qtr �f s�, U' 20' r10' LE 1 u=®LIO 42,l2or i co Wo, t i°leno ! ` Nu. 2705F3 x �✓Gt>LE : I°_ /�I ® c 4tt 0' �O 120 I� �� EXP- 3-31-50y « ��(' 9��1�89 �� 1 7 V - B U 1 LT 2�1 ' CIKP+PHIC 9C.ALE JT CIV1 q4� ?f�• elv14 qrf OF CP ' NOVEMBER, 1987 't / est 0 PREPARED BY R A M S E Y E R AND ASSOCIATES DESIGNED DRAWN CHECKED OORPARK CI TY OF M OO RPARK WORK ORDER No. TRACT NO. 4179 63 - 1 DF AGENCY SHEET s APP-0 ED: CITY OF PUBLIC WORKS AGEN \CY _ CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS 57REETPLAN AND PROFILEla A 1991 KNOLL DRIVE �� - 9A DRAWING NO .,/ V/ /,/ MAHAN COURT al eS _ ra-?>,�n VENTURA, CALIF. 93003 i • I g 'o G b REVISION DESCRIPTION APA, DATE (ROS) 659-1089 n �Qa ' =`•' ••e•E.gMg DATE THI ONNET PLACE $!o-kg.-tol25 EDDIE P . RAMSEVER RCE 26362 DATE 1 b a a • Ilk 1 . U tr s _ p D c0 O tl` Q r - - , , as ;. - • : ; l • e ` o © o oL; a oN . . • e - / , R1,000./. , P_ :, . , , c D 0 r r Oe 0 o . Ct • + . + • •• 0 16-4. s • O k + , • 9 a • sI O ! ��> ., - a . . X11 Hoge . : , D UP�L . V�f TC ' o , 1 A SC LE 1 • • Cot . b3 . ; . 0 04. O.C•. ; ,. 2 Co 9 4 3 2 1 5 4 2 I cons,1% 49' (coADWAY 'IMPRove.-MENT'9 HEARoN DRIvE i-- AC+9' IZOAPWAY IMPROVEMEN7�i r r._TYPIG/ L 4,(;GTION D-DON ' t1T. ? I' 'S TYPICAL 6 CTlohl D b ON SHT• to HERRON CO AC �iEE SHEET NO. 9 DRIVE _ 27 0�- � m EESHEErN0. 9 }_ I5 N � Ito d 17 u ji_lI 5 �I' I z • j 28 0. 2q 3' _Z Z 4 a- cAn o tci 18 19 26.5 26,5 _ Z p 30 31 32 33 Act 5 INI 2aoi 0 ISI iv It 4 r\ Q k ai 0� �i So,- � f.:-(0.5' p 0 0M) 4. , s o � � °� I I `` � W IrV12(004lv�, �I, � oo ,s; W <p� a��� G;/ N oN dI �^° W�,' M r__si th V + + _ ?66ay I i 64.86 11� p'• , ca �• x �� p�9�1 S Q / \ t I r' t9 a 'i ryi �� i 3.*25'1 I�. cv< \' 11.1 OP � 1) �i l�^ �� A 3LIG 55.00 �' ° ' \' Z25' 4Q"5.D.pI PE u\ N v o " 61� ...,.:-..-:-.••••.:.•' `': <,y Ie N,. co v.; //SEa SH7. 2 w ffJJ�� m 99 _ . dl o. y. �,, !L ?40 51;432F a8' se de' 1 Sees' S6end' 34:5/ 1-7-7/ I < 1\ m v ° lq �" 5> 693.31 Co9'3.01 �'�■ fl \�= ` �� -s • - : : : ':; �� �, N (J1 ;� © 3 (00C'F' m"G,F. 'd ' kuc.F I y ty: 1 it'll �oB.g7 5 '_ �� .4 yl0 -� y o li 117 a 6b4c•P - � - , IN ow M.�.C. a (p•G. - (p'iG'F 0 (c"C,F. RAIN d i� u r �.C• ei!L(o 693. 1 693.01 G4"c-9 i • 0 N _ . Q- N °© _ COURT (0 C.F. I �y M ca4 ©IOadC•F' conc. N !o° -� ' 109.24 17 0 707. a9 r. a eF -LN I3 12 704.04' F,h a \ CD _ F.g, 00 �+ �� q• I 9 • . © u" �Cv,� �'I C r . : J.,c... .., ---J ,v0 N.' I P�Ci 6q°i�(�. � P 9S' z9' S5:OD 43 zB' i>7o <�<, '� / .� . l9 1G , ll� 6 • 2 64 V -7 � d. � / �ti.AO 5500' 55.00' f 5580' 1500' 40.Z8' /7�o ` 4 1 9Oo G $1 \C Qy Z q7 0� /s/9 to 1 19ID . 'C 6 c� r y `` 4a. Z �C` oL I I Qo,���o' lt\ O �� 1 II u 28 ci m I ci I ' �_ -__ Z O 62. 83' �I o �, 5 'h' 3, �, I o 1 r--- �- U I 3 12 11 u• 12(0.5 260,5 II - I I `rt-�1=- i Z 14 1 d t rio' 20' Co.s' co 2d 23 22 �1 2O I I I ) N O CU? V DATA N + 5 - I ~5, II I' �) Q P qo° 00'00" 29.00' 19,27' ` 25,00' EE SHEET NO. 9 �I� o i 2° ( ",(" 6143•o0' 30.83' 15 . a-2' CS I T N E P\ PLACE H EAKON DRIVE I \l' 19 c 42°39' �7" 39. 00' 26.O&' 13. co-7' \ IIDD 2°'Z4I t oi/ 502.00' 24.46' 12.23' 53 ' \1 � E 47° 45' 0(x" 35.00' 29 . !7' t9.49' 1026.9' 26.9' I F 7° 43'03 1000.00' 00.82' ¢0.47' Ilk 20• 20' I Co. ' 6 2 69°57'32" 40.00' 160 .47' e- ��f aFESSta G.51 - ' 12CoH 87°26' 10" 25.00' 35.19' 23.91' . p. RAM oR N4f '� 1 b9 ° 53'22" 25.00' 39.22' 24.99' iIse• 46 �cerF .Kq,,,p,,, SEE SHEET No•9 J 45°02'06" 35.00' 27.51' 14.51' sc.ALe. 1"=40 C0 �' _' �� �• z 1VoN DR K 270°04' 17" 4-0.00' I bil.54' ti uI 1(1k., iit77 _ ml"IEA� c ��.P LE I = 40 II O' 20' 40' a0' !20' Nc. 2',a52 Nu. ?08$ * AV -6U1LT o' 2 , , ,I ll exP. 331-qo O 4o P�® GRAM-11C SCA�� i k'l',.:e. 31'11E8 \Q I (�PffIC SCALE�si�l crvi� � cw\\- aR�' NOVEMBER , 1987 FOFCAL1F� 41F OF D PREPARED 8Y CI �" WORK ORDER NO. (A RAMSEYER AND ASSOCIATES .50 DESIGNED DRAWN CHECKED 1Y OF MOORPARK TRACT N0. 39e)3 -1 SHEET •f D APPROVED: CITY OF ' ,ORPARK pU6LIC WORKS AGENCY �iTREEr PLAN AND PROFILE DE e CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS1881 /�/ / MAINS COURT DRAWING NO (-n A -Its\ y���._ (0-�j.-8� VENTUPAOLCALL IFVE93003 /'/ ���'/��"a" P> I T N E R PLACE DRAWING 01 APP DATE EDDIE P RAMSEVER RCE 26362 DATE Gt'T ELYGIrIE R �,C.£, 3 AD TE 8(�-MLIbI2.5 4 REVISION DESCRIPTION (ROS) 654-1080 - N. A - ' " .. ' - , - • , ,- -- f-- iz, - .m.. - r. it r- tr---- r-- r -r. r- E- '- ' r''', i to + Hz) 0 ci. 0 Ots. • + * ,. ., ,, , ti. .< ) . ,()%4 ', ,- - -- - - - ' ) - ` -- - ' , ' '. , ' - . • c - .\ , - 7+ , , vb , -i. 1.:,, '4, ..j. + + ,041 VPC• fr ' II II ' : , ,. ., , -" ' , ,I et° ' 'I 'I ' ' ' 'I'I < II I' 1 3 "' : .`' - .• .,1 , tZ --=` I t blOcYa , 1--71,-Z F '-- ts-, +9 , r',. --s NS 4••• ti' ,,i -r- - -F-' l''' ` ' IZ - s- ' , . . . ', - ' ' '-• ' ' ., ,, -- - - .. , . ! , ' , , ' ,. , , „ , , 41. 4 43.91 , , 0). L j eoL ve sal cot1/4L .. evaAL re 1 1 , _ , . , 0 C ' - 0- e - Ot . - , , 9 45 7 co 17 Ho 19 11 10 , . c up,ve 2A.TA , , CON5T. 4-9, 1‘0AOWAY IMPSoVeMENTF, , 4: _ pic TYPICAL 9eci-toN 2 ._?_2 HEARoN D RIVE ....0 ,A. IS L_ 7 D, 4-9°Ott' 06" 55.00' a-191' I 4- (' \0 0 \ \ fel 0 ai •\ -4-\ \,...6 o 0 4 (4 O. c‘ji- ilf 6.5 i . 9 ,/ MaINZION it: z9 to : 10 I u. 4.• .:..._._ N* . i • N •. 0.1 en -, -c.. la 0 a -I- . . A: acto70:4:40',I4.71 /2.4-0.5.0000,rt ,, ,i1)911..35 T4-'t'9.37' 2 . 1o 'ez . 16) ,, C 22° 4-5'25" 1011).001 15t0,4-S1 76 .39/ C. ii50443,1.," 1000.001 I93.71' 1100' . N 101 108 u" D-2 ON 911-. 6? I '10' (al 9gE SHEET No. - 'V- SO I c....) ,,, a.. e 8° 48112.9" IbeL. 00, 190.94, 75.62' 1-9 Lt.Na 92+ -÷ 109 Qac .., k..\I (0.5J 106 n,/ 0 0 110 - 0 44 0,4 - 45 460 47 4-b 2 w 01 I tt.___ 10? col 51 t6 . ea 89p45'128 25.00' r5q. IC0' 24.239' co\C:fc 0 I 0 aC 0 u‘ 0 1-1 87° O,i3G# 25.00' 'SOO' 20,760' + CA. .9 eta \ __\ ° :6. . • 6..d" ° ' I /fit.' i , er - or.: , ti• A . LL o--. Ill f r-- u• IALL ,--- ..- c;:i t-- - 4- -}. -'NI. 1 93°0'3'21" 25, 0ot 40. 6„cy 2(0.37, - oc 96.52. ill 4,, to c; cD. c.; I is: • ,..--,...: a 900 I-- 4 4--° 07140" qB2. 00, 70.7s/ 7---z n + (4%p + + ca I N CS- +I (bni LII 1.4.-ae -554r -5-.574:0' Km (43-: :71:4.4-71", :050. .00:: 72(2o.,0.7541 31:::: o IS\ • \ 5.+-ot A(0\ I L 4.° o7, 4.-c)" (0i8. 001 7°2;34' '360.6,9' 1/4.5 Is\ 54 95-' .......... ---- --------71 i• \.• T"' 4:547 \ /6-7.-----14;./ f -3- . \,. ?er•a 92' •c:9_, I.-...&_0 96,„tk4.4.k;.7 I f rap -5-496-' r— M-- .1 .------ 43.491 ---_, • airg,„...------7--•-------..., ---o-i ) . . :. 1 IN. .1‘ . 717,92 tors. arl..........-____________ ...sow" enC••- N. t? N 11 °55/1-8" 2-90.00/ 9/2•091 '260• 12/ 0 90°360, 17" tb,.o0/ '-- .D.Fi l' 1 (0.591 - tjak tN/ I 111111 A to o ......" i - k.%\LI\ /7 71 6 a co 0.„:71::: I uts I ,67 C\J C9 r 26,9“2-715e1 4-0.00' [82).12' , . _ . , • t- F 0 G"C.F. (.0"C• ' o 0 N 7rei.oe _ ( o tiat.; rt-5 -22/2.09 --11q.51 F.42. FS. 14 0- F.s . 7., ega Co"C,F• ,------------- lEd • ii . k\,. L 11 9 19' 19 712% C09- 714.C7 8/19.671 12%216 . -I 207.1Th (5 • t _,,, 4. 1 • --- arr.;" r.47. m . 0. c. i___ __--------w--____ " -"L' 7Q074 ' - coact • 2)11C.F „..:4 CO ifc.r. F.s.a ',... ac.r. . 6-6-..4.8• iq.72, A'• • c" a, =______ -_,-_ _ ____yiewsonTriii--- ---------___ M.Q. 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MI\G."' 1 , ....A..1._E ILL--=-40 ,„•-.. c•;- c.z 1.22 cy' In i ---z ----) rn 4.1 7:1 ,3 01 71-1 .01 11-01 2,0' I& No, 27088 1 ,1 I.. 1 No. 25362 , cc * AS -' BUILT ete. -N-cto J. eir 3131167 ‘,_ GRAPHIC 50,Ni-a a NOVEMBER, 1987 d>4., CIVIL s41" r're OF CN\-11 4 of- cm.00' --' tz c . _ I 5 TRACT NO. , 9G3 - I PREPARED BY CI TY OF MOORPARK WORK ORDER NO. SHEET OF 5° CHECKED 0 DESIGNED DRAWN CAR E ET PLAN AND PROFILE - APPROV 0: CITY OF MOORPARK PLJBLIC WORKS AGENCY DRAWING NO C RAMSEYER AND ASSOCIATES 71 B CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS / or A SE I TZ COURT a-AAL rolzG A 1881 KNOLL DR3VE , _lest,-. sza/ODA16 e- ta _.9isift?" (c75-8co VENTURA, CALIF 93003 (605) 654-1088 . " . 4 REVISION DESCRIPTION APP DATE EDDIE P RAPSEYER RCE 26362 DATE l; l Er% Irk, C71 -Is 4 (3) -is • . I. �-4 27.; t �3 (oCo.(o� '313.4.1 3q•Cn3 I24'.'�i4 Ow a � 0 Ugwin < ty. � 19 � �r + /d- r , Q c� t. n lid: < . . ,. 49 ._ U h h '�., . -±• r^= _,• _. • : .. zl',. �} , 3-t• .} d ;, �1• � .o i -. -l• •r „ err .. � ,w.. ,� , .9 �t tDP' QF Y. CUR. , . 1p 1 d � v .740 l.., a �- 1p . � • , ,. � „ . 740 _ � -- --�' ,.• . r .-,- ;. � ..: CQ �`" , a .. ,. . `. ,:.-.. ., ,. _;, , : ;± , i. 'd' : : .. � . . • ,.. In -� �` : :, `' . . ...' ,:. < ;;. , ,. [ LA .. J - 1. '.t` - ...-, ..;.... •. _., ...,-.. ,. ...,. ...:.. .- .. .. . ,,,, , .. , a `g,, �y tF • . d _ .. .. . � l.$ • .� d ,. . r3--. , • o:o �/ /til rN r Ascii :CTr ,: IOs /401 ,014-0, - _ . GFEAPH C GALS. ib 17 I.�, .<. . . l5 14 l3 l2 11 10 Cob 1 /1 /,_ 1 �^ N.(07 . v I n (as 00WiT. 4-9' ROADWAY IMI°RoVEMENT`r 2.- - s�E ON 0 1 � PER T'YPICAG 5ECT(ON 1�-D ON SHT. 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S . 4: "e.F. � 6./, il ��•/ 738,3 �� 7B/G` N I� 7 cleCo can C•F. s, 73 44 1 r��� 39' �� 5 Z 0 A 1Z zalg-.7671.77- 1 :--- o A 270°04' 17" 40. 00' 108.55' n �(I r'J 09 rf� U` x967 ��� �' to c F )38.66 �����IGI-••••••.... 1 d-`L l� 33.88 S/.fD' SL/o' SL/D' S/ /D ' SL/D' 5Llo' ��O/ � � /� (o' F �h:�_. m�¢O' r e n 5 r �( !!� /3 3(0' 840. +� )1t ! .7/ •F. �� �+ �Nai 1\ Co /� _ u �8�7. :� �o �� /�73s 9 _°� S U) D 19° 00'23" 300.00' 94 ,52r 50.22' / fv3 �llr0 h �� y,, ?` „c F� �� �a 0 �� 19 ° 00' 23" 318.00' 105 49' 52i.'z-3' F l4 ° lS' 2R" 28 .00' 66,.609/ 2i�i.5L' n / /7.70 nC.F Cofv2 U � II � z7¢a' !�'�� (o Ca (4° 15 ' 291 250,00' (62.21' 31.27' lm r< �t 4: izq� 1-mss' iSi 478 • W H 4014° 9i (li r' 232.00' 67.73' 29.02' GI GO ° �" °� l9 �� V 2 I a4°o9' S5'r 25.00' 38.91 ' z4 .�4' 99 Sb S7 5 6 55 S4 93 I'I� `�� rcol/ \ i� 443-1 1: J 610° 50105" 25, 00' 39 .Co3' 25'37' co K `l I 24 14 25. 00' Sq,a625 .062 QW � �PQEEssroNa iii,N 6,5' fti� 6 8 39 52 2 5.00 3 3'Gil/ 24 .42 A,*44) P MS+^ ti? �� KN1� �`6 5 ( � 20/ 0 r�� /O Z C' M 29 °43'57'' 232,00' (20,3`}' Co1. 50' QOt1Lu Q cl z G.5, X03 11 t � N 29 °43'57" 290,00' 12973' CO6•36," IW No, '�' A rein, m ' Cr' 0 2°/°¢3' moi]" 2(08.00' 139.07' 7( . 14' �, Na 26362 �1 NO. 27088 pp HE SHE�1 O' 20' Q pAt p�0' D 120' T'. 3.31'60 I J * As - BUILT EA ON No. /�0 L / of 31 $9 J' C1V1L . . x'51' G'IVCV ®'R'N. • t))‘/VC Cai�APHIC SCALE Aka Cp��F qr OF cat�F NOVEMBER, 1987 ° PREPARED BY WORK ORDER N0. SHEET RAMSEYER AND ASSOCIATES DESIGNED DRAWN CHECKED CITY OF MOORPARK TRACT No. 39063- I `� ARP: 51REET PLAN AND PROFILE OF SO s { CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS ---?\e" �� PUBLIC WORKS AGENCY P� PUN COURT 01 A 1881 KNOLL DRIVE R T DRAWING N0. �ADC7\Cl 40. --541� VENTURA, CALIF. 93003 _ / • '' Aire , .-A. '��QN8Cv Wit;IQ t ZS (808) 654-1088 'ITT ENglh1FFR "'CE• " 912017D �1 0 REVISION DESCRIPTION APP. DATEE EDDIE PRAMS�VER. RCE 26362 [)ATE _ - r .A,Pot ®/ PPac /2/4/ PTS✓ /.5' — �9.S /3,e4.7 atilr A(5" NOTE•' a.S" 2s" At /55 r — # �' .YO CON.ST.2Ucr/ON W/cL ee 5g' - 4-- / / Yq//(f OS' ALd.06✓EO ON AOLIAOSNT P. cia..eTY EX/ST.af"/ �.�s J- r ✓ ti, 5 /D '� '/ST -- Al' o ---�---^ r -� P.0-40,02 To Or3TA/N/Ne GD.u3T.¢UCT/ON rte) i r- /(✓ P�P.M1SBfON. I zi TEA1T. TR "i96'i• 4 lco 1 l�o'� l?a> IROS ( lio5 -- 1 i ,�J'� ?^- _ ---- ?DJ �, !/Ol /P.;, /•;','TALL P''/•ald4ie4z 1 die ¢M,W pAo/E5 /r - �qr EX:717 II:1 �0 A'S A/0ZZ .4�E%C.f/Terter !s' 1 AC oraaY APFA re/srte Fr,� c .C.444( r COLD PLANE to in I /T" 5' Cf' P=D f/.omoteze 12 --..-'D'///L.vAgave- - S r`- ALL J ,s ` E�'- ly1i�e re21 v/ mze,4J �ST/ZEET �J[^//�� S1,' V. ' ,�owy Q (4."ALCM/N) �- ry T�. L4�C IM.G.YJ P •-.- E �Men* .. IOVERLAT / \ E -,: _ � � ' 1D* "'r � —I �4 2 a Tl `; ��� rn 'rni�E ?<c .+.' - - �- -t- - -- __ , C6YfT ¢`THIGr p-C c - ;�! a _ �a- .v. /? re ST.O a `4,1(-- _ _ • .t wvc.e 5- ✓c sTo Ci Ai ,{4. -- - -- - _ _ �� - 4'y\ -rr s1S! O' ID I 1 — rLgre E 561E9E9 -r- • - _ -ctwc ewe-pee Q' � -P 'EE,nr- NN rEVE�,p�> \ TENT. TR. 2 `` o , `�� 4raeseemeaeze CONST. coNc can icarrE.E' . ,y' JwALE SOILS Qfv4LY5!$ [!/.P1 C�rFL� b. B/ISE PE•2 $d/i5 (7YP.) ISPWCur„NE /Y/.�SfCUlTE/d GlIS�JT/bye' G.yieB fCl, \' �j96'�.�j �����►, �� LMi7'C i%/.�.¢"/G//rll..L�' PER V G 5T4 1'LAJE F-4 f TTE.e 1 �'E.P •t!C .t•°TiJ .�,orE E--¢ --\ v �•�� RNgL yg/S (?EY C)Ty/oE .02. • (etc..,�E !•!fid-CJ TY�c' ,p7l TyP) _\] < ��'���� TRACT No.OS - 19 DFF- .f'/TE is STA/.Y/r•/C 40702 OFF- S'/T� r © Tl/,%W6 .fECT/DIY C'OL�/rVS /�.P/fl 4 TY•�'/CAL SECT/ONS era/4/8 O.p/!�E I r o����� �J �p�J �Z F•POpI 9Ti4 Os97/9 TD ETA! SrcB7 /6 tee ono E Z'° r r FiF'DN! STA 6x'70 60 TD ST11 8 93. 7B ' eYo/E i (SEE SHEET A/9 /6) '� t'' �� ut (SEE SHFFT /V' /6) �� \ ti3 / • o MOORPARK COLLEGE u tL� 216 Cie z TRP,,JA T v.4.e'heg Sr 5' TO B/ ' Pfot 2y��, .y1^ 0 •, A22ol O�Y2!'/NL' ear o51 �Eil Aix, - 1zs Er/sT `.,aim 9Y' r._ �i8' �95' e,/{✓ „ex �� , 41 SAW/es fit •il. RA" r Icy (j�W L L'AMPUS PARK DRIVE /e'RO s s' _ FE"Ik;?EE-_ 7. -- _ c S' /o S' Ex/9f yo •a a G 22 1 - - - - Ze2of J Co.rj, - = -- ----- -- -h,, 5, �, (0 > SITE 2668 ati ____ ( D-, < ;a�1> 1/DJ EY/S1 /9, 12 le IQ 5/ OiKEPA-.n, '" coLt7PC.,°,N1= e-.....\\ t°74'44 15' c Ysei� �0 E:::--------ic:IC::Y ALL JOINS / �7 / x �J L P AVE(A\ (M/N / P+ 2°j ''1 OIll' 4"A.C. PAVING 2`7, !Le/ 'l'�v'� R:-\Lw _ .._.. . /iR _ j11 t IJ _! ' /l. 1 ?.� Jt . 15712 �0 �•� •i- _1MLEvEL LINE? 4 _� I e• / 7 T— , •1 . I'Jr I ' r' T 9• itr t9••J'•+ 'J!/�•Jr i .'---._ ' Err CBNST 4"%M)c.K GICG _ J. V .II iI B .'rte' 14/4Lt .�E.P V c 9T0 PLJJlE ` y� i \`kr" : ! , „y If•I(' I,•1• may' ' )' y�PfM/f� ( CLWS CONI CUCd f G /TTeQ /fie ,] '•'�” ?e2 P 2 2r-- /, ^/ l% '� coN' 4" THICKCONC.eaSaG•Ls�BsEpenC0 57- goraE-3[¢Ev. C) �. > /C01.1`jT COy� . CU \SASE PERSOILc� SIpE�ALK PEKU.C, hTD.GATT sa/sem^°c>ssType 4-2 e " i+r / 2e/ i 2i3 Gu7TER PER V•c -57p ANAL-r7I9 PLATE E 5 (KEVE� VI CINITY /N o / ( 6J TYP� - Bo7H `IDESEv. CLI�f- S/TE ♦ N oy Zs ma zto �+ � TYPES A 2 (TYP) OTM '7IDE� )cALE : I J rk,/L'&G .SECT/DAY-- C'DLC/sYt .tatr/re • �� _ ____ __ _.____ y _ 4/ �� Ai erige b Z;v TYPICAL SECTION - COLLINS DRIVE f% /�'J rT•4 Sa4B7. /G TD .f'7A G X70.do vo stviE _ (SEE 5HEET Alt /6) � \�e r, Z7 �l zs� WITHIN TRACT HDUNDARY • { r Z 76, 'X Al 3 Sr01 ->o \/ \� as NI z�' rre `� z4, ma — 2Cc.S' - 2G G' �j �� •� - e6t' 4 I\4 z+r CO.S'_.- 20/ _ 20' _r C0•5 �Qj ee OS`/? 0 \°4 P / �/ -� �� 12„1 1 % 24 { yes I1 I.91L 5 51 f ci' �.--2� C7, vr' \ Ol �' •�1 ,/ / �''a 2.1 / �q�/� ' Z44 \C� I 1 I �� 1 O• I -- 2' /44 is 1�Jhr'T•� 1 z4°" A (�C� I n\ /' ��' As3 r /48 OS' - 18 / � /� ,r 7 S I z¢` 7 e I •sjlG\,V 4"A C. PAVING 2 % - •1 'n I • I/1121 ! <y ! 2/0_ k- LEvEL LINEIS ` `�f z9' -t- !r lt.,.o .. -- .o i- - o ..%:..3v I e INDEX OF DRAWINGS -�P ' + AfiI \ " ,. ` P •i/•I'I"%/'/'1"/avenos J'lJ/ t/I'i1.J-��'� '[. /p 0 /_ y/�� / \\ �' � 1s� '4 �>~ "`3�,is ur I '4' ik z4a , • 51-0" 9 °` a ���••: ' °a 5:0 yq� SHEET N0. DESC11P1_101„) DRAWING NUMBERS b..0 wz ► ...�,d CONST• CON G. CVKB _ �pyE PEK ziOlLyO5 � ' �y An �qr ��- 9iTIE GUTTEr, PEI, V C c7./TD. CONST• 4 TNICK CONI 197° OC J'Tatr47 O.>°.vi87-M- 10293 GO ANALYhI�i gIDEWALKPr✓KV.C. STD. 2g o<�� J'TDf� 0��/y fly PLATE E 4 Rev. C) PLATE E 5_.(REV.E� TYP. Z�l w we Ina fw_ll I� ��, ,r TYPr A2 (r \ �oTH ciIDES n nt ,TJ 1�1 of ' BOTH SID 6.1c•66 „ II ��\ Irl / \\ j f _ ___ t�/ v VENTURA COUNTY STANDARD PLATE B 5A (MOD) 3/#,c ���Q/�(/� �01/E J//E�' " o %Ibz jb3 g TYPICAL SECTION- 53' STREET �32�` aecD/yC �tcw i ��_ v iL/77---------®. 'w, 0 33 �FGO C.P.gl7/�Y�'Loo, "fit/ 87 - M - 10293 32 iNnlc!>,TES 4112EET PtAH UNIVERSITY DRIVE STA. ! +00.00 - 7+6x.64 360p �i /tioE� 4-2.9. �?e)42c ` si 5weaT ho 35 o:A-614-96, JEk/E.P Pl9ivJ — \ I -toy .. . ( I3G Q, I32 L_____, ;�n � crarES Gaar� trtG nr� �jw RIW 37 ' --- SHaET L-1.0. 49 ' 3B e�6� /.. 24 i ` 24.5 ' _ 39 OECD " - - — 15/ 1.- 4, 9cF69 It / i 21� 15' 5' an .. 5' r 5' w •�/ c` 6,/ ,I -- / c'z 1' . 4.3 cF6G7 ,' �=J �+�"r I G ��0� 3"A.0 PAVING �\14`p 411n-dr.. / INDEX MAP 2�r° . �� L! VEL LINE 2`% I ¢/5� a�(Q - of C1/tt JeW/I�P i, S''f/ afi 60.7 Aar/C/2/re ��T.4' /C' i" = 200 ' dpi '' =�R 2::,j�1J J J"��''��, .. 2�/�. ,. �/ o� i-. •�, 4'7 �O /�Y/JF/' Ala llr/,�TE.PJ i10 3'-0" o sa r.1, ` r �3.O" � �9 B` W97E.� ol.4HJ' _ -- - \ / ., n oc CCCONGUTT K P�"(C CG �. NALY`EiR SOLS C - " c` n CONc;I 4 THICK GONG. S/ Gv __-- _— — - - PLATE E ~4 UV. C1 SIDEWALK PER / C STD 5/ or j _ TYPE A2 �TYP < fH 51DE ( LATE E 5 (Rev E� TYP r2 OECD o„ P>OTH ZIDE 53 DEG(, u ~— VENTURA COUNTY STANDARD PLATE B - 58 5.� °,60 ” TYPICAL SECTION 49'STREET 55 a,'GO' " • 7 �GQ " LYLE PLACE - DORIS COURT - ALBEE COURT - PORTER LAN'. "AS BUILT 11 58 °EGQ • ALICIA COURT - FRESHMAN COURT - SOPHMORE COURT AS - 59 o�,Q - _-_ GRIFFITH COURT - DUFFY PLACE - GRADUATE CIRCLE JAN. 1990 5, -Go UNIVERSITY DRIVE STA. 7+ 66.64 - 29+26.20 ` a IRE.'%AE,, �` CI TY OF MOORPARK _ _ ._ M, K r F .M E. P. R• woaK ORDER Ni) RAMSEYER AND ASSOCIATES x9„�fo �.�. `»�CRto TRACT N0. 3963 - 2 f (022 3L � APPROVED: CITY Of NOORPARK PUBLIC WORKS AGENCY STREETCIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS S�' % ` �tvE / ' D GRADING AND IMPROVEMENT COP^*h� � i� REvI e�---- -AirFP— -- �caDKAA(E �T5 �,� �����p INDEX AND DETAIL SHEET �� \ st "ENiIAA. :MAP 93007 age / ` _ 4.-->.- _ - �- 4 1905) 95•-lcr , �c- : 87-M- IO' CS wsv:9aN asap. - .r 1.•• GAT! _ ^.C'S� ? ,aAM;>t •�•i H ��;162 PAT. _ _C}TY ENGINEER GATES + rSit 42 A5' 3y 59' o[ - 11,,G2/ F,16.1M,31 40' G2 �3,� -- - - _"i3 RDS rII J 0 — --�G _ o0C.-.1U 0 C. to �.a col0 cooOC vc 0 0v cfl tit' W 4 N OI TOP OF 07 c. 4 • 0 . I N o 01 W'LY. CURD s d t/4 6/C. 1 , 710 •, '• tr. 710 +1 ' ' to R:1.86b ¢'• R.t 41•�° R°1.4o'`/t.♦• .Q o • r} i. 2 ° • s • + -. �a4 � 0 • • • A ' O` . b % r . , ca O 9 a 4\ tcir0` 7 of oi r 1 r i � 9 N1 9 r • it' r1 700 ‘t N� N $ of� o 700 .�41$ r0 ` r oa°, � , N+go O+ . FINI9HEG - 0 a 21 4r URFACE ONS ao- INpOo Try 61 0- ti , o N ,; O o4 —Q'yI 4 D\ 4- 4 o Q r . - QLO0 U 7 10 t `� r 9 1 N ,° 1 r r N DC' t o m Q- �� to N o n RI..,2 002% !� a Z 710 I N N N Cr' II N 0 N d`, t, o t`• 01 O :> I!0F •I o °I •• O OLp °I O P;2.2d4 / I.IU u a 4:• 4QZ11 H • • Q SI a S! ice" •- tnlea 4 ¢ �IOGO H•� 700 4 o Isj a- ,5' I � 1 700 c' +!?rl -4 s ;' -,TOP OF tri r o i �•�.Io♦ �••'N N NI N �I / E`LY. CURS o 0 0l 0 0 I pp �o _ mom °o �I 0 r _J 710 4- N or- p II-8'°- $N _ .� O'0 0 0,. 0 0 4! r z..2.157.4 r• 8.1.43% R'1.4o%° • 1 O F O N N(4N'LF O r0„Ir Off-,r 1- r r i`• • oc• O C .0 0• . •• • oc, I 44O a a "416014-14, 416 14- 4, O ` d t. 700 °k °,� �� ajj i 4 2 700 Lis tc` 8 Gff. ,rHIC 6 E 5.59`r2.' 5� 9 .7 ' 0 C 0 c i 0-c Vc O.c 29." .11 1.40' 62 63' Nor-%1".4.0,•40 `aVER .I"r8` I-40.09' O-c I 0.0 D C '' j2OUaLE vokticAL ScAt.E. 2 3 4 5 ° 10' 20'"0'4.0' CoI `J� pd 1215 G0U�ti � CORVE Do.TA QQ 0 4 R t- I r Qr 2 SEE 4 4' q 7°411 13„ 25 00' �3'O' 20.13'' `•��k- C �C 0 1 4,y' ��1 l�Gi' CO�1hi1CUCT STREET IMPROVEMENT' C 13i*°34'30" 2�i o0' 355q' 2577' \\ '-• 1$, •I: Per?. TYPICAL SECTION ON SHEET 2 0 96 2S 22 2500 4295 2! '7 G0 ��t✓ II C' co 51 t'I O (0 5 r7 I ° 1 ' 1 1 2� \ m h o C ' U / E 97°03'94" 25.00' 42 39' 25 29' `� ' \ Noiia ' ml� G F 51°'74'3$" 25 00' 35.59' 21 5-/' l 1I 1 d la 24° 17"z.7" 2(06 00' 113 62' 57 be.', �1 \ \ N 1 `�+ ' a4` H 210°4,9'29" 250 00' 11C' 62' 59.901 11 �, +I aD yac; ` 1,4 15T156 /1551 23°09' " 232 00' ' a7 S2'1 \-'\ mw\ `„ Itr� o�1 _ oQ/ 2 2D 0 R� 1 1 °O - wo, ,, t^ N J 4 31 9 35 O 2 I$ 13 Q \ \ r� • �,�s, N %>'� Je 1 153 . �/a � K ae.•13'94" 35 0O' 29.ab' 15 <'7' w, t to .// , �-. p In �` JSz ,� s/ /so 269°h�'04" 1-0 00 I86 4-&' �. t o. ��, iio SSGb' iZ.� �• .., 'i»o-:"; /�� a t1\ _ i D � Q \�L ..y_ ` 7J?Ol• n.o �Q \ _ -► A b"C r 'I��_os CD•C F ''C' r l - �.0 -`."c f . 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GEE C ��� NSD�I vE '.- a Opp, SHEET No,s C0V'�r "AS— BUILT" s e 20' 40' 60' 120 LY L E PLACE JAN. 1990 GRAPHIC SCALE CITY OF MOORPARK WORK ORDER No TRACT NO 3963-2 ~'FF1--- RAMSEYER AND ASSOCIATES - I D..M+ C.C.f0 -- '2 32 APPROVED CITY OF MOOR Dp RK PUBLIC WORKS AGENCY STREET PLAN Ayr.) PROF ILE °'-�� ` CI+tL ENGINEERS FANO PLANNERS LAND SURVEYORS 1 A -- ISe1 Kt1-t ...,.VE -.4i-?.r—J- - LY L E PLACE -- D...1�.10 -- i—. —"_ — 1— -� Pr\C-7? % tt$A CAL 1F 91033 1�r.s� ,: •l"°.' DFK.1.ITi("a "I• (.... DOS) DS. 13419 _ - _ ..• - -1.: r,q Av£ Z63ti.' 7ATf. ,CITY ENGIREER DATE _ _ 87-M-IO293 . - .....................a.................7..............s........... . -. om N iu ' W 1� et 14 -y4,. 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LOBO'/, ± ± + o- s o O O Ti- 0 0.c. _ , o- � a- O c v ao . , ir- r r. .9 a' D- N oN a d N N N S co m m ° °' r I` oN rrr. rr P• r , 4 a r 780 ct aths r r 7100 740 "j. icy r r ►�' - s0.c..87 r r- ..9 0 r ►. is FINIyHED I 140 - ' 9 oxa SURFACE °�° 40 d° I - f N N O FINv'HEP SURFACE ON4 I` J u oo - 6 e o o AI' 5 � � 0 041- s �I � N N c 7m7Ocr. 4 4 r ; N 0 .9 � N3pr tr. - o - . end � _ •a0 � p u 170 • °` ''a °` re R: 1 1401T I` ? ° `� o N �' 170 150 • 4 a d � of ¢ a I-- " r a o: � z 7904 ` 1- R: • 1, 0412 / u: uk R Li. N ° r z cc9 4 °' ,. r s s Si s a .9 >` >` r r r- a R'- 1.012 I° '� w o ]F d\ a rN ra r r r R=2.1 lo•/. a v z Q 0 O cot .9 0,-in- N (- U v v a 0 '"` i 1 u► N. s O` N ei E + + 4- u• > > 0 0 Cr: rU �. i tg- 1/49 u• it tea.. tr Ai 1►1 tp 0 Z 0 o O 5 6% . N isi N j° 8' P 780 4 ti, 1cr 4 - . $ z 700 4. 1404t •e►° D o t th N �. a -r4,p p co o TOP OF 5'LY. CURE e 40'V.C. ± + oc± + ±± N_ +`• + RJ.°747.49 TOP OF _ . a� O O 1/49 Ct Q Q 0 63.37' + P.I.'765.92 ' 'LY. CURB a ti‘ I Nr r r a. er N �'^ O. C. 11• d� o' ti O N r` K' r r 77 0 a ' reR=4,048),4 _1.41 s Sa a J '7 r!© R' I. 0o2% `9 't '170 790 9 r I" rV R=�o/s.s • , , I ►' sN R=0.:. . a U a 8=0.935% r Ili a .4 9 5' r r r"' t' ra ., 3 p�4 ��d ti 0 O. c. �' �• ° r r r r o- -o- a a P 6 / °L w o- a cl c9 4 °c °c d,�q. A/� U II N g I c4 t A m o o o` + ± • d U 760 ?¢O ° ° + sa.s9' o- 7�B � GRAPHIC N 12cn. 24/ 40,C W ul 4 0.c. 4 I 4181-E"_� 102 . 83' . :1.44' 1.51' o •c. + f o•c. +' N e VER .: I' =g' v.c o.C. o.c. O,C, DOUBLE VERTICAL SCALE 38.41' IO2. G9' _ 4(0.511 31.43 _ GQ •a3' I f O.C. ~ O.C. O.C . O.C. ',G,O.C. 0 lo' 20' °10' 40' G 5 4 3 2 y� I I 2 3 4 ,/ 0 � �� Gy�`c�` CufzvE DATA e 1/ p. SE eiro}- - O 4 R L T Ed`s/��� E s& 0�� CON4TRUGT mil RE ET IMPROVMENT ' A 270°04- 17" 4-0.00/ 168.54' N //lcc°meq VS, (9g 4'J 111 4 �TNo PSR 1YPIcAL- SEcrrON ON SHEET 2 6 45°02' 08" 35'.00' 27.51' 14.51 ' 4L�' , Z 2 �� 9' 'O yI C 26° 59 '23" 232.00' (09.29' 505.68' Stet ` \� � 4 6.5/ / w 5, ► z ? 17 240'59 '23° 250.00' ii 7.77' 60.00' �� 0 r 5 // ./8/ a E 26° 9'23" 2GB.00' 126.14' 64.32' Oq1 \ 0 ' / I to W Z F 90°00'00" 29.00' e&?.27' 25.00' ° CONo/TRUCT STREET IMPROVEMENTS v z S c� �` O 93° 11' �i7" 29.00' 40.4040' 240.43` tD °�� \\ v , �o O ` � ' si Li. \� 0 H 92° II ' 49" 25.00' 40.23' 25.98' K 11'PICAL SECTION ON SHEET 2 w \� c. o \ ±_ i9 244. u ' N o „ N moo < \o ° // , u It Y m J\ N + 1 88 OI fl 25.00/ 36,41 24 . 15 Zr!8 + 259 N r \ I I PARGEI. N N 9 T II 42 50 800, 00 163.5/0 62.06." EN + N �\ o �. � '' �J co t �� M� 6\ 0' Cg K O°44' 20" ?82.00' 91 .98' 46,04' 0� 26011. 1 (i� < I \� w I 4 - I • vl NI 6 L 7 f l 35 9 1 8 .00 102.69 51 . 41 2G1 262 \' 263 N 264 <'e- [:J \i96 `rs - t s I ro 2 M 46° 51' 28" 35,00' 26.C°24 (5, 17' rV1 c ± - ''I' •B ° il C / N 43°23'20" 35.00' 200.51' 13.83' � ' �$ 3c8 C��\ o (9 2 t1 aw A^ ,`�a `© 9 245 ^ \^ N ID K \ //-� 0 270° 01' 09" 40.00' (88.51' �. )ICI 1\� I 3.73' N �I, 10 �•' \ % C� Pt, -/ ' `< Bg 7 .87' �3 t C, O °' M `,�\t '40' 35 G4' 6G.75' SG 75' Rl gC. 7�i /979" 47 SB ��-� \\\ Dil0 • - I\, y \� - �° � .�/ r I M.Q. 0 0 w \`� 110, 6. ..b • F, s �' f- o-e vy 146• a• 0 N ci °o \ i _ • �'O' toad Ii ,I \kF(e.79 u1 747.74 PAI2GEL ( F. O G ' 1 � N u 769.95 v °= u 768.10 • • 76C.4o 0 w 6 F. , �y ,; , y3 p'• a 05 - 22 � ' 0 4a0 c•f. • °0 6"aF. _ c• � \ . ;::� , 'F. 1 I p 47.'17 ` ' g 0 1 F9S 1 M.O. C • 6 c.P. } r o'� - 2 c° 1746 21 i tG17q 770.25 4 9 © <r \ 2440 � c,F G F °per 60 o tF 764080 60.40 iz 4 NN . L._ C.F ■6 'c. d .9 F.Oi. - s) '" „c.F - F5. ` P �?" - o �' � iPARC&I. O c II-.�-'• : a �® .41 \,� s F `iIiil " r4" , I �.}' 2Q /7�7 29.44• N O o 37' I z�s/ v ��i �7-21 t a99' 55o 55-5:2' Ar� 55.50' 24140' 2723' 40 \� �\� \I\ s\ I*H I �G " „d. ct` IIII202 250 203 6e 255 254 253 252 251 \�� IN 247 - .8.3,- 3. v 41 N d' IIi �I nc 204 (Ll N 0 O h 41 u. 25725(0 cr‘ Co5 , I 119' Ia 441.5 0 I 1 4.9/ I �I ki - 5 ' U y ' o N G.5 ' I 18' 18' o- CI- N I + c(\ 40.5 u• U�r/re-tel/Tv aer I I S I SEE SHEET NO. iO fitpFESSIOjy o > f t 'r ': 's'T�o av s' �LRq A�F PORTER LANE AtearA ',wG'MA6'r�v.PiktS. SOPHOMORE COURT 0' 20' 40' 8O' 120' o `,c^,m\ 0- 0.- ecA2wAosvrreaav,v' 11 II o' 20' 44' B0' 120' I f 1 lig w No 76362 'O 'arts' .f//�,r�G NI.,�TA,P,v� AS_ 6U 1 LT I �� GRAPHIC SCALE KElp 3''90 *- JAN. 1990 GRAPHIC SCALE �P D PREPARED BY R A M S E Y E R AND ASSOCIATES DESIGNED DRAWN CRICKED CITY OF MOORPARK WORK ORDER No fNEET J�- 6•21. 32. TRACT NO. 3963-2 APPROVED: CITY OF MOORPARK PUBLIC STREET PLAN AND PROFILE _ OF �o 8 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS ,/ ` UBLIC WORKS AGENCY DRAWING NO • t\ ' \` VENTURA.N1 RACALIFDRIVE �, , 4 Zs� PORTER LANE & SOPHOMORE COURT G�'CU v , C 93003 L� D REVISION DES MImoN A., DATE EDDIE P RAMSEYER RCE 26362 DATE (605) 650-1066 1 CITY ENGINEV DATE 87-M-10293 V al 01 C /5.581 cv I (53. q¢ �7.51 �:(.44� Co2 . 03/ 37. 2q/ 153.35' 01,1(a119.g2/ �io.(o4-1 (n2.01 pe�r� � "girl O.C. ~ U O.0 O.C . VC . O .C. r -� a� - e ► 4 ► N U ° 0 .C. D. C . . 0.c. O. C. O.C. V.C. O.C. N o w toP OF W'�Y. CURb $ e • V 6 • V 6 w TOP OF m -OG U 0 a` + t r - o ,� /4 770 7 70 t; pt.) m l /8 �� �e . 7 a? 0 M O M p a oc m p N 'LY. CUKP� - `Q�, • 7 D Q o - N i,, of LIN �,; + 0 0: U o-a- O- r ,� o v7 �? et e I 7 O eL ± \ N N N QJ u. Ur is, N Lr • 3. e A y N N Cl lS 1` Q 0. �U, m e ° 'E - R 0,5% U a; o- i °+° R` •2 .003°/ r N N W '� /d•Fa + �_ N /2 .022°% �. � s 2=L39(o/v•� �} ° 1 • - I° a,4.6 A4 ! . + + * N ;,gt.2:123.% a. F - _ R s s S �v I 1� + R=2.178/° • N g N ay. • • • 7!DO E , . ° O t!` r r r r I 7�Do 7�0� 0 - 9 5 d0 . F •Lc) .d. `n a s - r . r- r r r 0 N a 0- • N r r, f r 76 0 p p kS\ Qo-•- p0 0 O .� r 44.42" N S 9 1/43 r- r r r FINISH EP SURFACE ON 4, °`• o En - m Q- I ° 750 a-• nor ° s a o �W15HEd c � _ °\ ` ate- - ,� �: s U 7704. 770 c o _ URFAGE ONS r Li; s ip • 770t. S IS N r• r•°c r• 2 u` 8 N o- r r _ 0- 4. N N r r- ti '� Q 0 0 p O� N ,S _ ro u O R: 2 .003% I-. - .9 N C' _ - a- N N9 e r y ° " U S Sn n- p 1, O (- 2 , 022 - Ci O N Z o: �. a Q ° S s 9pt. •.9 �9 n 1. 1--. r '3 u: �: N °t OL N r r R i - Z' co Ncc? NLa 7�O g °� ' u` N a �` I 7(00 t 7 Coot 0- o- 0 •ci r a + mC. o- W3 > • v N N a� ►- u. .�► "' Ir p O N N c! u " jgo `" `� `� 760t ? s • r � � � 38.50Y.C:911 o . uA o- O� v N I,r s e OI s �` P 17�F- 1 c9 o- m co I + 4- 1 + NO2em + + � + - 4 N co v \° e° + •131 +4 - a- + + 40' V.C.4' p r a00 N "� TOP OF �+`6\ '(9,00' V.C. N N o TOP OF E 'LY. CURB aa- M `� 9 r INS• Gi'LY. CURB N ° m I ``�75 O t ±� P.I.=761.20P.I 766)0.," u. s ssI770 7'�Q - _ a- 9 s - p ° uu' rl 9 r ►` '` o- r= • - u; g a 770 p N dj 0 r of N • ¢ a Il r r, s ^ ONN er N ;-14 N r 1 • • _L -9 s s (2:2 . 003 /o a 0 S ONS` r rNti 2°�r. ,-9 r• r• rs r - 05/0 S N J� 3 � 0 � ar O N � � q N e s 5 S 4• I` 5 I r a r 0 0 o O4 O ;• s � rrrnr � N. r r V U 6 O O ' s r 8:2 . 02 � � • • O. S s S9 a r r • • , m [IC Q r N ►- r` R=l.db6'/. • lj -7 • U (D r r- N N N oL U /4 /4 O 7�D 7�O o- Si c? 7 91• e�? p�8 p//8 �� C V 7�D 0 aui �40 c6 • + N (� Q l a u` + + 1.11 r �_ U 0 . 27.511 31.44/ 62 .63/ c! - di N N mih_ d 150 d ' � N O.C. O.C. v6). c.c . - ± 2m''1Xtf as. g + 6)I + u1 V1 diel• 6 LSCA L E 1 C N 4. 35.591 O 53. P�7/ 37.291 37.241 29.44 ' 4.0 Mk- '. ("-40' } . ► . '2;7. 119" 3 3,�1 0. Co5', • 62.63 ' Mk- '. I"=8' O.c . - O.c. D. C. O.C. DOUBLE VERTICAL SCALE o.C. o. c, 0 .6). O.C. Vc O.C. 0 10' 2o' 30' 40' I 2 3 4- 5 Co 7 I 2 t 4 5 1_ a,,, n2c(rrv. ante _ _ 2 c,EE SH EET N 1 O /Vac" a a -,rr,ceMS 0--- -"sew GUHIEiY MOd�4,enW>v' -3 4 9' i /RFs'A✓*T.v a 'Mar,v,PMs CAP/FF/T E cONyTRUGI STREET IMPROVEMENTS MR. TYPICAL SECTIO0 ON SHEET 2 O � 24.5' 24. • CO � I X 4 9 J O �v 5 I& re/ roS� C� CONSTRUCT STREET IMPROVEMENTS f 10 !ci4�il O 19 PEf� TY PICAL SECTION ON SHEET 2 0 5 ' m 0 201 G.5' I I I s' 218 2 Iq O o l 4 15ii- co cv. 206 m ? I- S P I 1 5 t mC. ' id ci v 21.1691 2 �� it m 1m 207 � o o m � p 213 " - II o I N tA o PARCEL. IL N \ o 2oa N 20 210 211 M 212 ° ( r I - + t M a � � t 1 ;. \A / �v + j1 O U` 90° 208 ,-4- 0 u_ p 9 G 2O N O R - 2 / ,\ � I I _ I tat) • c) /?>o- d e LI\ I CB ± �i I Ln a \\r^, s K lP � ' \ P iv.az �'/ / O 1` �E„ /szp, I p •� _ it (1. N ';, \�C.') ' i')o- © C' 34. 5' B 78•5L /GAG. \ q' (o v N 1 Y z��, U` n 0 kSI �. 3f ��. P A W _� ? GS39= Jaz 6)9 TYPE C,F I Go �� GG IP C• g� ems. ? it: r .�'� 3 6 Np,1 c.2-�' l 97 F-5 Try 4,11' • to Gao' I 3. ::•41",........--__,�OF21 _76 7���i �� 4 e CP Dy 0 pti N° Mt9�. G„ 5/;,� G4 G7' 52.//' 5G.3o' 5G.3o' ! ZZ'}0 / O m'r� F - 62.91- 762.41 a 7!04.23 7fo� 3 II414 ita. c ••, IG'cF / _ , " " 6aC F Ir c r1y1- P_0. Sings ao _e PA ' C L Ii © •,I co 6)F. 6 Z F.S. w �0 A �' r �� �'// �',. .� 59.)9 elle 7a��s _r °-- 1s _ _/r/ ,.f y'!j "`' \ �OaC, 760. V - 762.0/0 - - - - -�� - -��5�s-9 _ _ c; - 71a7.O�i` _ 7 P r a 3.° : - 0 ' . 7 p•� 61.66 T62. 765 PE u. / F. 3/ I, ps n m tv `.E. il 20 ' n0a '� 18O742.41 ����sA >6 Ni»o ` 6"c. 760. • 3 F.S. G c.F. d 3J �. 6"C.F. © 9 c9 F.€i. _______.7,_ U"C.F c. 51:� CIIZ/kt7lN4 Alla? � B451 s- SHEETNO . 3co � / F' E.G,• 70 0. O� 4 - 0 � 5M .O.C. - G"C. / 76 �.-_,� 37` P.1. O 761.28 762.06 0` 45.4 766.75 I I N w / �" 0 /7zG�, -�--_ V 5 i �' ,v \ E 761.90 7 9 N zs. E.G.- 1. r ' a Il. n 3944' /3�• 69Gb' •/e//' Z l+` t9 zz \ • d - m NSr l h I� 0 C 6 � C9 � OC �` ----?s � O Co'c.F. �o"c.F. Cr - CotC.F u: � G C• `� - CO � '� � S' v 1 Q �Ij �. -- c 6)n c°4141. a RUC) m/ H c5 N t� V ., S, f/ © I O +� s 6)i '$ 03 MMD 25 k ld / / o 1'' O6) M G• na" ? y /7 •Od 50' seo.00• �.ac �z _ 5r WA E ll1/ c / X6,5A9- / 9. 225 1 R _ {v- ©) � � s/ /ro - r �s PC. RAVE Y P ^ - 6)i l9 j� s _ ;M ZS ?� n = _ I'� to Ir o.� v �, LAr� E-2 ER 206 / / ml5 N 5, © I � � co �F 8_S Q� 6 \ y 0�lL' N IL O6) 45 # 22 u �� o �s �� 3 6s � N 224 S �`� 221 s cA o �1I v o Q• C6 di O°_ G -I � �� / 1 �^ nII1 m 218 217 ° s ' e /�► _ 223 9 6)v I rg m 21G 90 , /8' ' 1 + T / s:•-s. 4q/ TVI"II �"� o 215 • 214 �'P%�� l �y 6.s, 222 ......iji;....„..,......„, aP I�I� IIi� vow �?y $ p L� N G•5 ' 123 '1 1 •' I G.S' CURVE DATA ti �T cF��4�y (� R` I J1 5'I S I 219 QROOF ESSfnry^/ , C) A R L T Q A � IZ L T r �F Il i l I ;a��°I I 1-14 2'6y A 01° 92,'-'21" 25.00' 'i5. ' 2(.5Co' 3 270°04'17" 40.00' 106.54' i� �S SHOWN HEREoN `.`s, 16° (7'55" 482.00' 193694' 77•&3' K 6° 14' 06" 23 .00' 13.35' 1 (n.7o' AT FLIGHT ' ``� Nu 26362 '•ri A' C 10° 17'55" 500.00' 159.Co9' 130.53' L a° 14' 06" 250200' 39.93' I13.o0' GRIFFITH LANE ',.., ° 3o'o2rr 500.00' q 1 . 63' 45.95' M 6° 14-'0E? 266.00' 38.52' 19.29' GRADUATE CIRCLE _ Q' ` 4o g o `O e 7 ° 47'920 500.00' Gb .05' 34.0151 N 32°"*6'4 1" 35.00' 19 .92' 10.24' a $4 0 ' 2o� ' I ' 12 ' 01 ' 20 40' 8 O 120 elf 0 0 " o " ' A� V V I LT � OF �pI\E . F 5 57 '71 510.00 53.07 2Co.96 0 55 10 5I X500 33. 11 I8. z9 0- CDNST NP 24NPPE� Ca 65°27'29" '2. .00' 37.29' 23. 09' P I b°52'5(0" 169, 17' (02.34' '31.46' G,(�PPHIG SCALE GRAPHIC SCALE PLArE E-B eteEVA) �Q,� IC�Q(t H 3° 15' 21" 518.00' 29.44 ' 14.72' Q 2(°7°4732" 40 .00' 186.95' �`� -" ' I 45°02' 08" 35,00' a.7.51" 14.51 ' CITY OF MOORPARK WORK ORDER NO - , i5 D PREPARED BY Gz2- az TRACT No. 3963 -2 RAMSEYER AND ASSOCIATES DESIGNED DRAWN CHECKED _ SHEET c APPROVED: CI Y OF MOORPARK +1 'R1 STREET PLAN Ar1D PROF= jLE OF 00 • CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS 7 ,/ PUBLIC WORKS AGENCY A 1681 KNOLL DRIVE / !!// 4Zit fk GRIFFITH LANE & GRADUATE CIRCLE DRAWING NO _. a4 _ VENTURA, CALIF 93003 •� `� -�G �� (605) 654-1088 a 6Ev,sioN DESCRIPTION AM DATE EDDIE P HAMSEVEH RCE 26362 DATE CITY ENGIN R DATE 87-M- 10293 01 01 v VENTURA COUNTY DESIGN STANDARDS : 76-3 STANDARD INLET TYPE III E-3 ( REV . C ) CROSS GUTTER E-4 ( REV . C ) CURB & GUTTER TYPE A-2 E-5 ( REV . E ) SIDEWALK E-8 ( REV . A ) HANDICAP RAMP STREET IMPROVEMENTS E-2 ( REV . B ) COMMERCIAL DRIVEWAY INDEX MAP VENTURA COUNTY FLOOD CONTROL DISTRICT : SCALE : 1 "= 200 ' DWG. NO . 6 JUNCTION TO R . C . TRAPEZOIDAL CHANNEL DWG. NO . 4 TYPE II MANHOLE 0 — SHEET NUMBER DWG . NO . 3 TYPE I MANHOLE DWG. NO . 2 TYPE II PIPE JUNCTION LOS ANGELES COUNTY FLOOD CONTROL DISTRICT : 2-D178 CHAIN LINK FENCE 2-D393 CONCRETE COLLAR 0 2-D193 JUNCTION STRUCTURE NO. 4 / at, 353 1 360 PE AN AE' ' i RIw - 4-9' RW LOS ANGELES COUNTY ROAD DEPT . : ® ��P•o 2a .5 ' 24.9 ' _ ii 347 . .5 ' 18' . . I 6 ' a.5 ' 1�-II.5 5 � 5' - 1.51 2" 62-01 PARKWAY DRAIN INLET TYPE I a Ill `G�.`Ih ? I ,,//-- , P+ COLLEGIATE P 5;79'f, I (G\' G/ I I \G CIRCLE 2p/ CGtot 3114,C. PAVINGo® C �a4 / 8 g�� 1l/iLEVEL L11JE _ 2�° CALTRANS STANDARDS : 6, . . ...a....1/r//'/// 7 D-84 CONC . WING WALLS (TYPE B ) V KO ,,,. ,, , 3�� r. 131 �. aj4 ,.. g I. 11% CONST• GONG. CUR� d SASE PER SOILS D-75 PIPE INLET, (TYPE 0. M. P. I ) T CON5T•4" THICK CONG• GUTTER PER. V.C.STD. ANALY515 �,IDEWALK PER V.C. STD. D-73 INLET , (TYPE G-1 ) 11:L 1 nice E 4 C(REV, C) PLATE E-'5 ( REV.E) TYR TYPE A 2 (TYP•) 60fH SIPES BOTH SIDE ., Vill TYPICAL SECTION 49 ' WIDE STREET 0 PECAN AVENUE - 19 + 40 TO END TRACT NO . 3963 - 3 COLLEGIATE CIRCLE 1110111 VENTURA COUNTY STANDARD PLATE B- 5B 324 323 322 321 32O RIW 4 53/ VW 2(o.5 ' 267.5 ' 319 318 3n® Co.S' 20' 20 ' G.9' 285 oNgoB ismentos C / 1.51' 5/ S' 9' f2'2/4 ? I #4 4 I V+.287 31a + o I �.; 288 313 / I G t�� I D 1289 912 2% 'C' A11 A•C.PAVIN6 2% to o LEVEL LINE INDEX OF DRAWINGS - CONTINUED ZCir //'/ii/ a 711 _^ �J • _ 2� U 290 W _—_. � i/%1'/'/'/'l%•/i//'//'' Iar�I%•. • SHEET NO, DESCRIPTION CITY / COUNTY t�1 310 (L2 51-Q2 '� `� / 51_Off ,2. :94 4�. DRAWING NUMBERS H 292 309 - 1a CONST. CONC. CURB 4 BASE PER. SOILS 22 . PECAN AVENUE SEWER 60141 y 300 GUTTER PER-VC. STD. QNpLY515 CoNst.4 THICK V.C.S VI PLATE E 4 (REV.C) SIDEWALK PER V.C.STD 23. PECAN AVENUE & COLLEGIATE CIRCLE SEWER 60142 /P 307-- 3411 07 TYPE A2 (TYP. ) STH SIDES. PLATE E 5 REV. E) TYP. 24 . MONROE AVENUE SEWER 60143 ® 6oTH SIDES 360 25 . WATER IMPROVEMENT TITLE SHEET 60144 305 TYPICAL SECTION 53 ' WIDE STREET 26. PECAN AVENUE WATER 60145 0 !All 27 . PECAN AVENUE - WATER 60146 3 z9c TA PECAN AVENUE - 10 + 00 TO 19 + 40 28. PECAN AVENUE WATER 60147 MONROE AVENUE 29 . PECAN AVENUE & COLLEGIATE CIRCLE - WATER 60148 Q�pFESSlpyq 30 . MONROE AVENUE - WATER 60149 ��40`QpULRgy�`ly2 .1t99 VENTURA COUNTY STANDARD PLATE B- 5A ( MOD . ) " " 31 . EMERGENCY ACCESS ROAD WATER LINE 60150 AN!WITT32 . GRADING TITLE SHEET 88-ML- 10310 ..........., IL o TT 33 . GRADING PLAN 88-ML- 10310 o No. 26362 7, * bp 3.3190 * ljgl CIVIL ���Q' 34 . GRADING PLAN 88-ML -10310 EOFc10 • D PREPARED BY .f E A e CITY OF MOORPARK WORK ORDER NO. 2 RAMSEYER AND ASSOCIATES DESIGNED A.E•E DRAWN A.E.E CHECKED e.eR. SUBDIVISION IMPROVEMENT PLANS SHEET D APPROVED: CITY OF MOORPARK 6722. 33 FOR OF 34 s CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS �//j� TRACT A 1881 KNOLL DRIVE // N • 3963 - 3 giAWING NO. �IE Z� EYER a/l7TE VENTURA, CALIF. 93003 iieq 2�+-�� KEY MAP & STREET SECTIONS 88-ML-10310 (P a REVISION DESCRIPTION APP DATE EDDIE P RAMSEYER ROE L 362 DATE (ens) 659-1088 ITT ENGINEER R.C.E. DATE CA Co ` E 39.27 O.G. , F d G PsaOE de' TOP F O TH .2LY _ N p E GUeB {i 'k � ' 670 ;: . _ .. ».; 3 f 60.80 Y. G. _ X 00 2�G q} 14 N $ d` % V m N 5 ._ 9� 4 m m ala - l _ vm m YG tci mm it, ./.'��?0.37 m _ . .. . y r , fi605 -1 % % k 690 J • 9 2� • - < TsW 6,0 U� al_ b h ♦41 p IS J m N�y[� m tti ,F y. 3 .Yi ,..,.....a, wws,,. �.3- ...,.,... r.. �: . ..S.. r. m m V1 J ♦ Vl : „— i ;: am670m., , , , , v n ti 0 GRADE: m n1 N N ♦, � h h R ./.5‘>,op ✓c. V1 0 1 . - � , _ ti o fil t m m m _ W m m ; N 660 o _ _ . � _ - 'o \ 680 fat � � � . w .x„vt fit ♦ . :...., �, ., . ... . _,.. t 4,.._ , r m �' N. Nat _ J i ' o ay � . l I Vl �0 I m g n zv 41 o ‘Sb ,. i. ' .. '.:. R Q to ft , ,,... ,: ' . .», . .„. ., ° �: --' .. 3 w aw h' 4 N ,.w _ • ..: �.. _. _ .. m .r..) w _:y m , 670 miii Ili sow ir , "1/4.11 tp h p „ n �l _ _ 4 I [ 7 yy } >n h ro 111NA 51O ro 4 a „ ix, S • .. a J p �. _,: _. . 660 : ._ .., . ._ _._, . __,. • ,,, w.. .:,...,. .+....., ,. ,., , .xF,,..,.. w. s: ,.«,..,,ww_.;. ... ., ..w.n w.v .+..w'.-w....w,«. _, ,a_. n ,..». II N I 3 a- o, N rt m o J: $» $mow, -.. ./1?-4-0 I 1^ -.. W ,:_:. :. - A--..... !: ( /� f z _ HoJ;. t - g .. .: _ :. ffi 4 r, ,.e.« .w...,n.. w- ..m.m ..r . ...-:..v..,° ._w ) ...n. .....n ' ,._ :! .. _... a _.._.... _.__ 2 ,, .. ± . _ _. ( Grza,rr +lc DOUBLE ' VERTICAL SCALE _ _ 1. I p :SCALE. -.•.-v. r 0 Zo 30 TO .wm s O 5 4 PECAN - AVENUE k SEE SHEEr NO , 4 \F �r ! tiW iU olb 111 =� X85 1\ 0) . �_V ti ' 1r7/ 44I / i c d ti S W Q� O f _ rIQ — qb� X '{. Q 'T' F� n (.•1- 1� �1 1 t� M. 1 I I 1 j>o 3 /N N �I- ---;:"------------...._--___ x.50 L9 _• �. • 6708 7 \ rEXl5T/NG STREET LIGHT I I� - .G�, 2o�s 14:77' 4(0.24' GI.00' &0.7 5” 2 S to F�. 6"C.F a =Q4 ....... r T. Or 2or ¢Or %o' 120 I _�5 • 6`C.� 0 -- s3 66z.o3 i1N O • (673.86) (673.96) EXISTING STREET IMPROVEMENTS PER lk d �= trY /I In L__ 65.46 -_ 0 A\ 6"C F N N Fs G"C.F CITY OP MOORPARK DWG.#8a-M-10125 ("=40' GRAPHIC SCALE 654 — — — _ �y FN. -�. 6"CF O \\V` 662.0LC\ -Iji O (673..36) Iv 17.,Di _ . V . 6^GF.. �v (uV 6"G.f �6 3ZIZ� � . . �� �►9�' r22,7 �° 91.0(' G.0 '/ � , 1G2.0o' f -f TRACT 13DY. --7O h z \�, -,D u\ °rik / \ \ `fl - 4AWCUT EXISTING AC PAVEMENT �_ d1 I01 y 314 ` 1.` AC PAVEMENT REMOVE f BERM Ne PORARY ' n S3 _ ‘‘>\ ? xjP&t 65 — MONROE AVENUE� LEGEND : (0.5Ir5 ' o,/ SE I s 043 G-0 W9500 ITH LUMAST ARMS.MEN STREET LIGHT, MOUNTED ON 30' POLES E SHEET N0 4 - c ' CVRVE DATA 43?ESS/ON4N PECAN ti `0 0 d R L T yQF�Qp3I Rgy��F�c E AVENU A 9'54'/4" 480.00' 82.97' 4/.59' c� o m ` 8 9'54'/4" 500 00' 86.43' 43.32 No. 26362 C 9°54'/4" 520.x' 89.88' x5.05" 4i. Eap 331.90 /7�/ AS - BUILT II �''foCtc.. sLQ JAN . 1990 3 - 3 C.E . I T V WORK ORDER NO. SHEET 7 D PREPARED BY r �./ 1 RAMSEYER AND ASSOCIATES DESIGNED A. DRAwN EM. CHECKED E'PR• OF MOORPARK TRACT NO. G APPROVED: CITY OF M ORPARK 622 32] '127 9 GOE 34 PLAN AND PROFILE e CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS A 1881 KNOLL DRIVE DRAWING N0. �, .4 �..,�- 2//7/88 VENTURA, CALIF. 93003 q 24 Sry MONROE AVENUE (n A REVISION DESCRIPTION APE DATE EDDIE P RAMSEYER RCE 26362 DATE (eo5) JEtEERt DATE 88-ML- 10310 CT CO WHEN STREET LIGHT POLE IS TO BE LOCATED ON MAJOR p W A STREET APPROACH. STREET LIGHT R I G1, R W ci ?Nes 04 1 4/� WHEN STREET LIGHT POLE IS _ 3 / TRACT NO. " �F TO BE LOCATED ON MINOR W POLE LOCATION AND STREET NAME ti ..� , cSIGN 3963-3 0 '"3 " 404 403 c STREET APPROACH, STREET LIGHT m CC m COORDINATED. SHALL BE we 2Q1.5 / `+ 26 5 / 400 . S POLE LOCATION AND R1 'STOP- m ~ a ./,w I 407 •�th, SIGN INSTALLATION SHALL N 'u •013 2C1' -,. 2.0 ' �_ (o.�-!' p 3M .._e 3/ BE COORDINATED . ^I 2 I 1.51 5/ C2' Gf �c4 ARTS by. © 410 u� ' BCR 111 ECR �- 2' a in ©711440.11/4 4!r 4K 4,� I• m 25'R m ? ; o ��a , ��} '4 ® Cr -! G ' R © sr4 1414 4 44 \ Lu N A G• € 4 A.C.PAVING • © Fs 4 ti I to LEVEL L(Nf� 29". !3 cuRB � L.• u� �+ / i • ® apt LA.�I� 287• .III�ii sn 2• � ,1 Iti,Vu. ♦, Ii , 7 • 'a '7�� MAJOR STREET CONST CONC. CURD 41,401).a. , ' 0 DASE PER SOILS C. `� �- GUTTER PERV.C. SW. ANP.LYSI5 SIDEWALKHPER V.c.STD, ® PLATE E-4 (REV.C) ® PLATE E 5 (REV. E) TYP. ® . NTTPE A Z (TYP.) 90TH 91DE5 60TH SIDKm CURB PROLONGATION OF CURB CURB® I ry.® o L o 0� .I ,. c � m � tel` TYPICAL SECTION 53 ' WIDE STREET 0 � � E _ �' iteilabi. v BORGES DRIVE STA . 10+00 TO 24+09 �4'/ 5.0' T w1 +'• .4, Qp TRACT -NO. EGR xsa - HEARON DRIVE 444 3963 2 SIP ii VENTURA P WHEN THERE IS NO STREET LIGHT U A COUNTY STANDARD PLATE B-5A ( MOD. ) ® 410 AcePOLE ON THE MAJOR STREET WHEN THERE IS NO STREET LIGHT ® m APPROACH, STREET NAME SIGN a 0 m POLE ON THEMINOR STREET 471 SHALL BE INSTALLED ON SIGN POST, Z APPROACH.R1 'STOP' SIGN TRACT NO. 3963- 1 jilt SHALL BE NSTALLED ON 47t SKIN POST. fl'� 473 1 'I" 4740 �J� TYPICAL INTERSECTION DETAILS �J 473 prfi O ANY DEVIATION FROM THESE INSTALLATION DETAILS SHALL BE COORDINATED WITH THE CONSTRUCTION OBSERVER. INSTALLATION OF SIGNS AND MARKINGS SHALL QQ 474 rg v + 41 CONFORM TO CALTRANS STANDARDS. 0 100' 200 ' 300 ' 100' 600' NO! 4/v �`� CO\ % Q' G M MI mow 4 0 1 ' 2 • 3• J RIW 01 GRAPHIC SCALE 49' 1 - - 200' 24.5 / 24.5 ' G.5 '_•, 16' 16 ' rv.5 ' KEY MAP ? I :4 I �o`r'� 1► I , 0. TRACT NO . 3963-4 STREET IMPROVEMENTS 2% � t\- e-G LlVEL LINE '5°A.0 PAVINCa •� � ' STANDARD PLANS USED ON THIS PROJECT +. rWAp?. 2y. sum ,.,,, , acn.n' �� VENTURA COUNTY DESIGN STANDARDS I`' '•� rt� III — INDICATES SHEET NUMBER FOR THAT AREA � E_ I coNST• coNc. CURb 845E PER SOILS (REV. C) RESIDENTIAL DRIVEWAYCONST.4" THICK CONC. A GUTTER PEICCV.C.STD. p�JALYSIS 4IDEVIALK PER V.C. STD. E-3 (REV. C)C) CROSS GUTTER TYPE 2 (T*) 60tH SIPE`S BOT (H SIDE',EREv•E� TYP. E-4 (REV. C) CURB & GUTTER GENERAL NOTES FOR STREET LIGHTS E-5 (REV. E) SIDEWALK E-8 (REV. A) HANDICAP RAMP 76-3 STANDARD INLET TYPE III TYPICAL SECTION 49 ' WIDE STREET F-4 (REV. c) INTERSECTION ROAD NAME ',14x1 O ( 1) A LIGHT LOCATION MAY BE ADJUSTED A MAXIMUM OF 10 ' (6) ALL LIGHTS SHOWN ON THIS LAYOUT SHALL BE INSTALLED F -& IHTERS ECT ION I-1G11TINC, . TO AVOID AN OBSTRUCTION SUCH AS DRIVEWAY, CATCH AND OPERATIONAL PRIOR TO THE ACCEPTANCE OF THE BORGES DRIVE - STA . 24+09 T O 2 8+8 7 BASIN, ETC. ANY ADJUSTMENT EXCEEDING 10 ' SHALL LIGHTING SYSTEM BY THE CITY LIGHTING DISTRICT. VENTURA COUNTY FLOOD CONTROL DISTRICT HAVE PRIOR APPROVAL OF THE CITY OF MOORPARK, -- HARTE LANE DEPARTMENT OF PUBLIC WORKS . (7) 5800 LUMINAIRES SHALL BE MOUNTED ON 25 ' MARBELITE IMBACH PLACE POLES WITH 4 ' MAST ARMS EXCEPT WHEN THE POLE IS DWG. NO. 2 PIPE JUNCTION TYPE I (2) A REVISED STREET LIGHTING LAYOUT SHALL BE BEHIND SIDEWALK, IN WHICH CASE THE MAST ARMS SHALL DWG. NO. 4 MANHOLE TYPE II MALLORY COURT REQUESTED FOR ANY CHANGES IN THE MAPS SUCH AS BE 6 ' LONG. 9500, LUMtMA1z1E5 Sµo.LL. We MOIJNTED ALUMNI WAY STREET ALIGNMENTS, LOT OR PARCEL SIZES , os 71o' M0.a.e Lt1t POLES WITH G' MAST ARM*. BOUNDARIES , ETC. VENTURA COUNTY STANDARD PLATE B- 5B LOS ANGELES COUNTY FLOOD CONTROL DISTRICT (3 ) IN ORDER FOR THE CITY LIGHTING DISTRICT TO ASSUME THE OPERATION AND MAINTENANCE OF THE LIGHTING INDEX OF DRAWINGS - CONTINUED SYSTEM ON ANY PRIVATE AND FUTURE STREET, THE 2-DTR1-1 TRASH RACK - STREET SHALL BE OPEN TO GENERAL PUBLIC USE AT ALL 2-D112 JUNCTION STRUCTURE NO. 2 SHEET NO. DESCRIPTION CITY COUNTY TIMES. 2-D188 TRANSITION STRUCTURE NO. 4 DRAWING NUMBERS (4) ON STREETS WHERE THE SIDEWALKS ARE 5 FEET OR LESS ° INSTALL 5, 800 LUMEN HPSV. TOTAL NUMBER OF LIGHTS 22 2-D193 JUNCTION STRUCTURE NO. 4 22. BORGESDRIVE - SEWER 60603 2-D393 CONCRETE COLLAR 60604 IN WIDTH AND ADJACENT TO THE CURB, THE STREET 21 BORGESDRIVE - SEWER LIGHTINGOLIER STANDARDS AND PULL BOXES ° INSTALL 9 , 500 LUMEN HPSV. TOTAL NUMBER OF LIGHTS 13 24. IMBACHPLACE-SEWER 60605 SHALL BE PLACEDLACEDOUTSIDE THE SIDEWALK AREA UNLESS OTHERWISE SPECIFIED. WHEN THE ELECTROLIER IS AMERICAN PUBLIC WORKS ASSOCIATION - S. P. P.W. C. 25. _ HARTE LANE - SEWER 60606 PLACED BEHIND THE SIDEWALK, A 6 ' MAST ARM SHALL BE • USED. WHEN THE ELECTROLIER IS PLACED BEHIND THE 26. WATER IMPROVEMENT TITLE SHEET 60607 CURB, A 2 ' CLEARANCE TO CURB FACE SHALL BE300-0 CATCH BASIN 27. HEARONDRIVE - WATER 60608 . MAINTAINED. 600-0 CHAIN LINK FENCE 28. MALLORY COURT - WATER 6 0 a O9 (5) ALL MAST ARMS AND BRACKETS SHALL BE PERPENDICULAR 29. MALLORY COURT & ALUMNI WAY - WATER 60610 TO THE CURB FACE. 3U. BORGES DRIVE - WATER (0061/ �Q�O so R ��t CALTRANS 31 BORGES DRIVE - WATER 60612 �h1 p i 32. IMBACH PLACE& 12" FEEDER CONNECTION - WATER60613 • D-75 OMPI INLET AS BU I LT 1) or o No. 26362 "I 33. HARTE LANE - WATER (00614 D-96 DEBRIS RACK CAGE ,11 E,o 33190 *) CMI �Q' FEB. 1998 34. GRADING PLAN COVER SHEET AjF�FCAIIF��a 35. GRADING PLAN $1:3 - ML- 1015 - D PREPARED BY WORN ORDER N RAMSEYER AND ASSOCIATES DESIGN,0 DRAWN CHECKED CI TY OF MOORPARK R O TRACT NO.- 3963 - 4 SHEET 2 APPROVED: CITY OF M0 RPARK PUBLIC WORKS AGENCY 622 . 34 STREET IMPROVEMENTS D, 35 B CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS /i A SPEC/FV RES/DENT/AL DRIVEWAY 2-17-78 �-� 1881 RACALIF1.NI E 9� KEY MAP & STREET SECTIONS DR.W1N`ND �idlEA //pii VENTURA., C 93001 ( / _ 7Q-Yt pp :� REVISION DESCRIPTION ARF DATE rEa �L IBU5) 654 IUBB ~�R� pr� - ML-t03(po EDDIE P. RAMSEYER R.C.E. 26362 DATE CITY ENGINE R.C.E. DATE U1 - 0 0 [-99 i! I'- ! 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Ii 1 H 111 ,. . . 1 1 ,... . . , i il, , : . iI , Specification No MPK 18-01 Appendix E: Ventura County APCD Rule 55, Fugitive Dust 2018 Slurry Seal and Pavement Rehabilitation Project 568 Ventura County COMPLIANCE ASSISTANCE Air Pollution Control District 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 vcaocd orq under Rule Development (Current Rules and Regulations) For additional information on Rule 55 contact air pollution engineer Stan Cowen at 8051645 1408 August12 2008 Page 1 of 5 569 Ventura County APCD Rule 55, Fugitive Dust Summary of Rule Requirements 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 ✓ 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 ✓ 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 ✓ 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 August 12, 2008 Page 2 of 5 570 utilizing at least one of the following measures at each vehicle egress from the site to a public paved road ✓ 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 ✓ Pave the surface at least 100 feet long and at least 20 feet wide ✓ 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 ✓ Install and utilize a wheel washing system to remove bulk material from tires and vehicle undercarriages before vehicles exit the site ✓ 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 ✓ Use properly secured tarps or covering that covers the entire surface area of the load or use a container-type enclosure ✓ 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 ✓ Water or treat the bulk material to minimize the loss of material to wind or spillage ✓ 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) ✓ On-field agricultural operations ✓ 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 ✓ Unpaved service roads, with a daily traffic volume of 20 vehicle trips or fewer, used by public agencies for inspection of infrastructure August 12, 2008 Page 3 of 5 571 ✓ 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 ✓ Any paved road unless it has track-out or any publicly-owned unpaved road ✓ 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 ✓ Control Speed Control speed to 15 miles per hour (mph)or less on unpaved roads through worker notification, signage, and any other necessary means ✓ Restrict Access Restrict access to private unpaved roads used by the public either through signage or physical access restrictions ✓ 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 ✓ Control Speed Control speed to 15 mph or less on unpaved roads through worker notification, signage, and any other necessary means ✓ 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 ✓ Wind Sheltering Enclose material in a three or four sided barrier equal to the height of the material ✓ Watering Apply water at a sufficient quantity and frequency to prevent dust ✓ Chemical Stabilization Apply a non-toxic dust suppressant at a sufficiently to prevent wind driven dust August 12, 2008 Page 4 of 5 572 ✓ 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 ✓ Applicable control measures outlined in Table 1 (of the Rule)have been implemented, and V 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 August 12, 2008 Page 5 of 5 573 Specification No MPK 18-01 Appendix F: City of Moorpark Encroachment Permit Application and Standard Conditions 2018 Slurry Seal and Pavement Rehabilitation Project 574 ,„5..„).4.: .4..„„„ = CITYOFMOORPARK „ort„. %,,obioive,..4 / PUBLIC WORKS DEPARTMENT 1 799 Moorpark Avenue,Moorpark,California 93021 ,` � Phone Number(805)517-6256 1 Fax(805)532-2555 1 moorpark@moorparkca gov No: ENCROACHMENT PERMIT APPLICATION Encroachment Application Date: 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 Trust Fund Deposit Permit Final Permit/Inspection Fee Bond Total Certificate of Insurance Franchise 575 CITY OF MOORPARK STANDARD ENCROACHMENT PERMIT CONDITIONS Pursuant to Moorpark Municipal Code(Code)Section 1 04150,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 S 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 monrtoring 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 576 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 either Waste Management(805) 522-9400, or Moorpark Rubbish Disposal (805) 526-1919, the City's exclusive franchised haulers 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 577 December 2016 Specification No MPK 18-01 Appendix G : Wage Rates 2018 Slurry Seal and Pavement Rehabilitation Project 578 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-23-63-2-2017-1D ISSUE DATE August 22,2017 EXPIRATION DATE OF DETERMINATION June 30,2018** 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 Hourly Health and Pension Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Journeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (b) (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups Group 1 $44 78 $11 45 $9 65 $3 55 $1 00 $0 39 8 $70 82 $93 210 $93 210 $115 60 Group 2 $46 56 $1145 $9 65 $3 55 $1 00 $0 39 8 $72 60 $95 880 $95 880 $11916 Group 3 $48 56 $1145 $9 65 $3 55 $1 00 $0 39 8 $74 60 $98 880 $98 880 $123 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 Includes an amount withheld for supplemental dues e Rate applies to the first 4 overtime hours All other daily overtime is paid at the Sunday rate Rate applies to the first 12 hours worked All other time is paid at the Sunday 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/OPRIMPreWageDetennination 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 GROUP I GROUP II Group III Field Soils and Materials Tester AWS-CWI Welding Inspector Nondestructive Testing(NDT) Field Asphaltic Concrete(Soils and Materials Tester) Building/Construction Inspector Field Earthwork(Grading Excavation and Filling) Licensed Grading Inspector Roof Inspector Remforcmg Steel Water Proofer Remforced Concrete Pre-Tension Concrete Post-Tension Concrete Structural Steel and Welding Inspector Glue-Lam and truss Joints Truss-Type Joint Construction Shear Wall and Floor System used as diaphragms Concrete batch Plant Spray-Applied Fireproofing Structural masonry 10E 579 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(SPECIAL SHIFT) DETERMINATION SC-23-63-2-2017-1D1 ISSUE DATE August 22,2017 EXPIRATION DATE OF DETERMINATION June 30,2018** 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 Hourly Health and Pension Vacation/ Training Other Hours Total Daily Saturday Sunday/ (Joumeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (b) (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups Group 1 $45 28 $1145 $9 65 $3 55 $1 00 $0 39 8 $71 32 $93 960 $93 960 $116 60 Group 2 $47 06 $1145 $9 65 $3 55 $1 00 $0 39 8 $73 10 $96 630 $96 630 $12016 Group 3 $49 06 $1145 $9 65 $3 55 $1 00 $0 39 8 $75 10 $99 630 $99 630 $12416 #Indicates an apprenticeable craft The current apprentice wage rates are available on the Internet @ http//www dir ca gov/OPRLlPWAppWagefPWAppWageStart 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 withheld for supplemental dues n Rate applies to the first 4 overtime hours All other daily overtime is paid at the Sunday rate Rate applies to the first 12 hours worked All other time is paid at the Sunday 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/lwww dir ca gov/OPRL1DPreWageDetennunation 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 GROUP II Group III Field Soils and Materials Tester AWS-CWI Welding Inspector Nondestructive Testing(NDT) Field Asphaltic Concrete(Soils and Matenals Tester) Building/Construction Inspector Field Earthwork(Grading Excavation and Filhng) Licensed Grading Inspector Roof Inspector Remforcmg Steel Water Proofer Remforced Concrete Pre-Tension Concrete Post-Tension Concrete Structural Steel and Welding Inspector Glue-Lam and truss Joints Truss-Type Joint Construction Shear Wall and Floor System used as diaphragms Concrete batch Plant Spray-Applied Fireproofing Structural masomy 10G 580 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(MULTI-SHIFT) DETERMINATION SC-23-63-2-2017-1D2 Issue Date August 22,2017 EXPIRATION DATE OF DETERMINATION June 30,2018** 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 Hourly Health and Pension Vacation/ Training Other Hours(d) Total Daily Saturday Sunday/ (Journeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (b) (c) Holiday 1 112X 1 112X 2X Classification Groups Group 1 $45 78 $11 45 $9 65 $3 55 $1 00 $0 39 8 $71 82 $94 710 $94 710 $117 60 Group 2 $47 56 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 60 $97 380 $97 380 $121 16 Group 3 $49 56 $11 45 $9 65 $3 55 $1 00 $0 39 8 $75 60 $100 380 $100 380 $125 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 Includes an amount withheld for supplemental dues Rate applies to the first 4 overtime hours All other daily overtime is paid at the Sunday rate Rate applies to the first 12 hours worked All other time is paid at the Sunday rate °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 Fnday 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/OPRL1DPreWageDetemiination 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/OPRLIDPreWageDetermrnatron 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 GROUP II Group III Field Soils and Matenals Tester AWS-CWI Welding Inspector Nondestructive Testing(NDT) Field Asphaltic Concrete(Soils and Matenals Tester) Building/Construction Inspector Field Earthwork(Grading Excavation and Filling) Licensed Grading Inspector Roof'Inspector Remforcmg Steel Water Proofer Remforced Concrete Pre-Tension Concrete Post-Tension Concrete Structural Steel and Welding Inspector Glue-Lam and truss Joints Truss-Type Jomt Construction Shear Wall and Floor System used as diaphragms Concrete batch Plant Spray-Applied Fireproofing Structural masonry 10H 581 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 DETERMINATION SC 23 63 2 2017 1 ISSUE DATE August 22 2017 EXPIRATION DATE OF DETERMINATION June 30 2018**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 Hourly Health and Pension Vacation! Training Other Hours Total Daily Saturday(d) Sunday! (Journeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups(b) Group 1 $44 00 $11 45 $9 65 $3 55 $1 00 $0 39 8 $70 04 $92 040 $92 040 $114 04 Group 2 $44 78 $11 45 $9 65 $3 55 $1 00 $0 39 8 $70 82 $93 210 $93 210 $115 60 Group 3 $45 07 $11 45 $9 65 $3 55 $1 00 $0 39 8 $71 11 $93 645 $93 645 $116 18 Group 4 $46 56 $11 45 $9 65 $3 55 $1 00 $0 39 8 $72 60 $95 880 $95 880 $119 16 Group 6 $46 78 $11 45 $9 65 $3 55 $1 00 $0 39 8 $72 82 $96 210 $96 210 $119 60 Group 8 $46 89 $11 45 $9 65 $3 55 $1 00 $0 39 8 $72 93 $96 375 $96 375 $119 82 Group 10 $47 01 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 05 $96 555 $96 555 $120 06 Group 12 $47 18 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 22 $96 810 $96 810 $120 40 Group 13 $47 28 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 32 $96 960 $96 960 $120 60 Group 14 $47 31 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 35 $97 005 $97 005 $120 66 Group 15 $47 39 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 43 $97 125 $97 125 $120 82 Group 16 $47 51 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 55 $97 305 $97 305 $121 06 Group 17 $47 68 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 72 $97 560 $97 560 $121 40 Group 18 $4778 $1145 $965 $355 $100 $039 8 $7382 $97 710 $97 710 $12160 Group 19 $47 89 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 93 $97 875 $97 875 $121 82 Group 20 $48 01 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 05 $98 055 $98 055 $122 06 Group 21 $48 18 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 22 $98 310 $98 310 $122 40 Group 22 $48 28 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 32 $98 460 $98 460 $122 60 Group 23 $48 39 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 43 $98 625 $98 625 $122 82 Group 24 $48 51 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 55 $98 805 $98 805 $123 06 Group 25 $48 68 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 72 $99 060 $99 060 $123 40 #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 'Includes an amount withheld for supplemental dues n For classifications within each group see pages 8 and 9 `Rate applies to the first 4 overtime hours All other daily overtime is paid at the Sunday rate a Rate applies to the first 12 hours worked All other time is paid at the Sunday rate NOTE For Special Shift and Multi Shift see pages 9A and 9B 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/OPRLUDPreWageDetermination.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!OPAL/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 7 582 DETERMINATION SC 23 63 2 2017 1 CLASSIFICATIONS GROUP 1 Hydraulic Casing Oscillator Operator—dnllmg depth of 45 masomun Bargeman Hydrographic Seeder Machine Operator(straw pulp or seed) Brakeman Jackson Track Maintainer or similartypi Compressor Operator Kalamazoo Switch Tamper or similar type Ditchwitch with seat or similar type equipment Machine Tool Operator Elevator Operator Inside Maginnis Internal Full Slab Vibrator Engineer Oiler Mechanical Bean Curb or Gutter(concrete or asphalt) Forklift Operator(includes Toed lull or similar types—under 5 tons) Mechanical Fisher Operator(concrete Clary Johnson Bidwell or similar) Generator Operator Micro Tunnel System Operator(below ground) Generator Pump or Compressor Plant Operator Pavement Breaker Operator Heavy Duty Repairman Helper Railcar Mover Pump Operator Road Oil Mixing Machine Operator Signalman Roller Operator(asphalt or finish) Switchman Rubber Tired Earthmoving Equipment(single engine up to and including 25 yds struck) Self-Propelled Tar Pipelining Machine Operator GROUP 2 Skaploader Operator(crawler and wheel type aver 3/4 yds and up to and including 1 1/2 y, Asphalt Rubber Plant Operator(Nurse Tank Operator) Slip Form Pump Operator(power dnven hydraulic lifting device for concrete forms) Concrete Mixer Operator Slap Type Tractor Operator Bulldozer Tamper Scraper(single engine up to 100 H.P Oyweel and Conveyor Operator similar types up to and including D 5 and similar types) Fireman Tugger Hoist Operator(1 drum) Forklift Operator(includes 10 ed lull or similar types—over 5 tons) Ultra High Pressure Water]et Cutting Tool System Operator Hydrostatic Pump Operator Vacuum B lasting Machine Operator Oiler Crusher(Asphalt or Concrete Plant) Volume Mixer Operator Petromat Laydown Machin Welder—General RJU Side Dump Jack Rotary Dri11 Helper(Oilfield) GROUP 7(for multi shift rate,see pause PB) Screening and Conveyor Machine Operator(or similar types) Welder—General(Multi Shift) Skiploader(Wheel type up to 3/4 yd without attachment) Tar Pot Fireman GROUP 8 Temporary Heating Plant Operator Asphalt or Concrete Spreading Operator(tamping or finishing) Trenching Machine Oiler Asphalt Paving Machine Operator(barber green or similar type one(1)Screedman) Asphalt Rubber Distributor Operator GROUP 3 Backhoe Operator(up to and including 3/4 yds)small ford case or similar Asphalt Rubber Blend Operator Backhoe Operator(over 3/4 yd and up to 5 cu yds M.R C) (Skid Steer with all B arner Bail Mover(BTM Senes 200 or similar types) Equipment Greaser(rack) Cast in Place Pipe Laying Machine Operator Ford Ferguson(with dragtyp a attachments) Cold Foamed Asphalt Recycler (ground) Combination Mixer and Compressor Operator(gurute work) Stationary Pipe Wrapping and Cleaning Machine Operator Compactor Operator Self Propelled Concrete Mixer Operator Paving GROUP 4 Crushing Plant Operator Asphalt Plant Fireman Dnll Doctor Backhoe Operator(mini-max or similar type) Dnlling Machin Operator Bucket or Auger types(Calweld 150 bucket or smilar types Boring Machine Operator Watson 1500 2000 2500 auger or similar types Texoma 700 800 auger or similar types B Dong System Electronic Tracking Locator dolling depth of 60 maximum) B oxman or Mixerman(asphalt or concrete) Elevating Grader Operator Operator Excavator Track/Rubber Tired(Operating Weight 21000 lbs 100 000 los) Concrete Cleaning Decontamination Machin Operator Global Positioning System/GPS(or Technician) Concrete Pump Operator(small portable) Checker Dnlling Machine Operator Small Auger types(Texoma Super Economatic or similar types Hughes Gnadall Operator 100 or 200 or similar types drilling depth of 30 maximum) Grouting Machine Operator Equipment Greaser(grease truck) Heavy Duty RepairmanuPump Installer Excavator Track/Rubber Tired(Operating weight under 21 000 lbs) Heavy Equipment Robotics Operator Guard Rail Post Dnver Operator Hydraulic Casing Oscillator Operator—dolling depth of 60 maximum Highline Cableway Signalman Hydraulic Operated Grout Plant(excludes hand loading) Hydra Hammer Aero Stomper Kalamazoo Ballast Regulator or similar type Hydraulic Casing Oscillator Operator—drilling depth of 30 maximum Klemm Drill Operator or similar types (above ground tunnel) K olman Belt Loader and similar type Power Concrete Cunng Machine Operator Le Toumeau Blob Compactor or similar type Power Concrete Saw Operator Lo Dnll Power Dnver Jumbo Form Setter Operator Operator Power Sweeper Operator Master Environmental Maintenance Mechanic Rork Wheel Saw/Trencher Mobark Chipper or similar types Roller Operator(compacting) Ozzie Padder or similar types Screed Operator(asphalt or concrete) P C 490 Slot Saw Trenching Machine Operator(up to 6ft) Pneumatic Concrete Placing Machine Operator(Rackley Presswell or similar type) Vacuum or Muck Truck Hydro Ax Pumperete Gun Operator GROUP 5(for milia shift rate.see uaee 9B1 Rock Dnll or Similiar Types(see Miscellaneous Provision#4 for additional intimation Equipment Greaser(Grease Truck/Multi Shift) regarding this classification) Rotary Dn11 Operator(excluding mason type) GROUP 6 Rubber Tired Earls Moving Equipment Operator(single engine caterpillar euclid athey Articulating Matenal Hauler wagon and similar types with any and all attachments over 25 yds and up to and including Asphalt Rant Engineer 50 cu yds struck) Batch Plant Operator Rubber Tired Earls Moving Equipment Operator(multiple engine up to and including 25 Bit Sharpener yds struck) Concrete Joint Machine Operator(canal and similar type) Rubber Tired Scraper Operator(self-loading paddle wheel type John Deere 1040 and Concrete Placer Operator similar single unit) Concrete Planer Operator Self-Propelled Curb and Gutter Machine Operator Dandy Digger Shuttle Buggy Deck Engine Operator Skiploader Operator(crawler and wheel type over 1 1/2 yds up to and including 61/2 yds.) Deck Engineer Soil Remediation Plant Operator(CM]Envimtech or Similar) Demclanan(oilfield type) Soil Stabilizer and Reckatmer(WR 2400) Somero SXP Laser Screed Dnlling Machine Operator Bucket or Aug el-typ es(Calweld 100 bucket or smilar types Watson 1000 Speed Swing Operator auger or similar types Texoma 330 500 or 600 auger or similar types drilling depth of 45'maximum)Surface Heaters and Planer Operator Dnlling Machine Operator(including water wells) Tractor Compressor Dri11 Combination Operator Force Feed Loader 8 583 DETERMINATION SC 23 63 2 2017 1 GROUPS CONT GROUP 16 Tractor Operator(any type larger than D 5 100 flyweel H.P and over or sirrular—bulldozer tamper Excavator Track/Rubber Tired(Operating Weight exceeding 200 000 Ibs) scrap er and push tractor angle engine) Rubber Tired Earth Moving Equipment Operator Op crating Equipment with the Push Pull Tractor Operator(b oom attachments) System(angle engine over 50 yds struck) Rubber Tired Earth Moving Equipment Operator Operating Equipment with the Push Pull Traveling Pipe Wrapping Cleaning and B ending Machine Operator System(multiple engine euclid caterpillar and similar over 25 yds and up to50 yds Trenching Marline Operator(over 6 ft depth capacity manufacturer's rating) struck) Trenching Machine with Road Miner Attachment(over 6 ft depth capacity manufacturer's rating Oiler or Journeyman Trainee required) Ultra High Pressure Waterl et Cutting Tool System Mechanic GROUP 17 Water Pull(compaction) Rubber Tired Earth Moving Equipment Operator Operating Equipment math the Push Pull System(multiple engine euclid caterpillar and similar type over 50 cu yds struck) GROUP 9(for molts shift rate,seeuaze 9B1 Tandem Tractor Operator(operating crawler type tractors in tandem Quad 9 and similar Heavy Duty Repairman(Multi Shift) type) GROUP 18 GROUP 10 Rubber Tired Earth Moving Equipment Operator Op crating in Tandem(scrapers belly Backhoe Operator(over 5 cu yds M.R.0 dumps and similar types in any combination excluding compaction units single engine Dulling Machine Operator Bucket or Auger typ es(Calweld 200 B bucket or sinulartyp es Watson up to and including 25 yds struck) 3000 or 5000 auger or similar types Texoma 900 auger or similar types drilling depth of 105 maximum) GROUP 19 Dual Drum Mixer Rotex C oncrete B ell Operator Dynamic Compactor LD C350 or similar types Rubber Tired Earth Moving Equipment Op erator Op crating in Tandem(scrapers belly H cavyDuty Repairman Welder combination dumps and similar types in any combination excluding compaction units single engine Hydraulic Casing Oscillator Operator—drilling depth of 105 maximum caterpillar euclid athey wagon and similar types with any and all attachments over 25 yds Monorail Locomotive Op erator(diesel gas or electric) and up to and including 50 cu yds struck) Motor Patrol Blade Operator(single engine Rubber Tired Earth Moving Equipment Op erator Op crating in Tandem(scrapers bell} Multiple Engine Tractor Operator(eudid and similar type except quad 9 cat dumps and similar types in any combination excluding compaction units multiple Pneumatic Pipe Ramming Tool and smiler types engines up to and including 25 yds struck) Pre stressed Wrapping Machine Operator(2 Operators required Rubber Tired Earth Moving Equipment Operator(single engine over 50 yds struck) GROUP 20 Rubber Tired Earth Moving Equipment Operator(multiple engine euclid caterpillar and similar over Rubber Tired Earth Moving Equipment Operator Op crating in Tandem(scrapers belly 25 yds and up to 50 yds struck) dumps and similar types in any combination excluding compaction units single engine Tower Crane Repairman over 50 yds struck) Tractor Loader Operator(crawler and wheel type over 6 112 yds Welder Certified Rubber Tired Earth Moving Equipment Op erator Op crating in Tandem(scrapers belly Woods Mixer Op erator(and similarpugmill equipment) dumps and similar types in any combination excluding compaction units multiple engine euclid caterpillar and similar over 25 yds and up to50 yds struck) GROUP 11(for multi shift rate,see Daze 9B), Dnllmg Machine Operator Bucket or Auger typ es(Calweld auger 200 CA or similar type. Heavy Duty Repairman—Welder Combination(Multi Shift Welder—Certified(Multi Shift) GROUP 21 GROUP 12 Rubber Tired Earth Moving Equipment Op erator Op crating in Tandem(scrapers belly Auto Grader Operator dumps and similar types in any combination excluding compaction units multiple engine Automatic Slip Form Operator euclid caterpillar and smular type over 50 cu yds struck) Backhoe Operator(over?cu yds M.R.0) Dnlling Machine Operator Bucket or Auger typ es(Calweld auger 200 CA or similar types Watson GROUP 22 auger 6000 or sinular types hughes super duty auger 200 or similar types drilling depth of 175' Rubber Tired Earth Moving Equipment Op erator Op crating Equipment with the Tandem maximum) Push Pull System(angle engine up to andincluchng 25 yds struck) Excavator Track/Rubber Tired(Operating Weight 100,000 lbs 200 000 Ibs) Hoe Ram or similar with compressor GROUP 23 Hydraulic Casing Oscillator Operator—drilling depth of 175 maximun Mass Excavator Operator less than 750 cu yds Rubber Tired Earth Moving Equipment Operator Op elating Equipment with the Tandem Mechanical Finishing Marline Operator Push Pull System(angle engine caterpillar euclid athey wagon and similar types with an Mobile Form Traveler Operator and all attachments over 25 yds and up to and including 50 cu yds struck) Motor Patrol Operator(multi engine) Rubber Tired Earth Moving Equipment Operator Op mating Equipment with the Tandem Pipe Mobile Machine Operator Push Pull System(multiple engine up to and including 25 yds struck) Moving Equipment GROUP 24 Rubber Tired Self Loading Scraper Operator(paddle wheel augertype self loading (two(2)or more Rubber Tired Earth Moving Equipment Op erator Op crating Equipment with the Tandem units) Push Pull System(angle engine over 50 yds Struck) Rubber Tired Earth Moving Equipment Operator Op crating Equipment with the Tandem GROUP 13 Push Pull System(multiple engine euclid caterpillar and similar over 25 yds and up to 50 Rubber Tired Earth Moving Equipment Operator Op crating Equipment with the Push Pull System yds struck) (single engine up to and including 25 yds struck) GROUP 25 GROUP 14 Concrete Pump Operator Truck Mounted Canal Liner Operator Pedestal Concrete Pump Operator Canal Timmer Operator Rubber Tired Earth Moving Equipment Operator Op crating Equipment with the Tandem Dnlling Machine Operator Bucket or Auger typ es(Calweld auger 200 CA or similar types watson Push Pull System(multiple engine euclid caterpillar and similar over 50 cu yds struck) auger 6000 or similar types hughes super duty auger 200 or similar types drilling depth of 300' maximum) Remote Controlled Earth Moving Operator($1 00 per hour additional to base rate) Wheel Excavator Op erator(over 750 cu yds per hour) GROUP 15 Rubber Tired Earth Moving Equipment Operator Op elating 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 Op elating Equipment with the Push Pull System (multiple engine up to and including 25 yds struck) MISCELLANEOUS PROVISIONS 1 Operators on hoists moth three drums shall receive fifteen cents(154)per hour additional pay to the regular rate of pay The additional pay shall b e added to the regular rate and become the base rate for the entire shift 2 At heavy duty repairman and heavy duty combination shall receive fifty cents(506)per hour tool allowance in addition to their regular rate of pay and this shall become[herr 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 ofpay 4 A review of rock drilling is currently pending The minimum acceptable rate ofpay forthis classification or type of work on public works protects 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 creft/classafication of Operating Engineer/Group 8(Rock Drill or Similar Types)maybe used by contractors to perform rock drilling on public works projects 9 584 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(Special Shift) DETERMINATION SC 23 63 2 2017 1 ISSUE DATE August 22 2017 EXPIRATION DATE OF DETERMINATION June 30 2018**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)7034774 LOCALITY All localities within Imperial Inyo Rem Los Angeles Mono Orange Riverside San Bernardino San Luis Obispo Santa Barbara and Ventura counties Employer Payments Straight—Time Overtime Hourly Rate CLASSIFICATION Basic Hourly Health and Pension Vacation/ Training Other Hours Total Daily Saturday(d) Sunday/ (Journeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups(b) Group 1 $44 50 $11 45 $9 65 $3 55 $1 00 $0 39 8 $70 54 $92 790 $92 790 $115 04 Group 2 $45 28 $11 45 $9 65 $3 55 $1 00 $0 39 8 $71 32 $93 960 $93 960 $116 60 Group 3 $45 57 $11 45 $9 65 $3 55 $1 00 $0 39 8 $71 61 $94 395 $94 395 $117 18 Group 4 $47 06 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 10 $96 630 $96 630 $120 16 Group 6 $47 28 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 32 $96 960 $96 960 $120 60 Group 8 $47 39 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 43 $97 125 $97 125 $120 82 Group 10 $47 51 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 55 $97 305 $97 305 $121 06 Group 12 $47 68 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 72 $97 560 $97 560 $121 40 Group 13 $47 78 $11 45 $9 65 $3 55 $1 00 $0 39 8 $7382 $97710 $97710 $12160 Group 14 $47 81 $1145 $965 $355 $100 $0 39 8 $7385 $97755 $97755 $12166 Group 15 $47 89 $1145 $965 $355 $100 $0 39 8 $7393 $97 875 $97 875 $12182 Group 16 $48 01 $1145 $965 $355 $100 $0 39 8 $7405 $98 055 $98 055 $12206 Group 17 $48 18 $1145 $965 $355 $100 $0 39 8 $7422 $98 310 $98 310 $12240 Group 18 $48 28 $1145 $965 $355 $100 $0 39 8 $7432 $98460 $98460 $12260 Group 19 $48 39 $1145 $965 $355 $100 $0 39 8 $7443 $98 625 $98 625 $12282 Group 20 $48 51 $1145 $965 $355 $100 $0 39 8 $7455 $98 805 $98 805 $12306 Group 21 $48 68 $1145 $965 $355 $100 $0 39 8 $7472 $99 060 $99 060 $12340 Group 22 $4878 $1145 $965 $355 $100 $0 39 8 $7482 $99 210 $99 210 $12360 Group 23 $48 89 $1145 $965 $355 $100 $0 39 8 $7493 $99 375 $99 375 $12382 Group 24 $49 01 $1145 $965 $355 $100 $0 39 8 $7505 $99 555 $99 555 $12406 Group 25 $49 18 $1145 $965 $355 $100 $0 39 8 $7522 $99 810 $99 810 $12440 #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 'Includes an amount withheld for supplemental dues n For classifications within each group see pages 8 and 9 `Rate applies to the first 4 overtime hours All other daily overtime is paid at the Sunday rate 'Rate applies to the first 12 hours worked All other time is paid at the Sunday 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 Industn al 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 9A 585 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(Multi-Shift) DETERMINATION SC 23 63 2 2017 1 ISSUE DATE August 22 2017 EXPIRATION DATE OF DETERMINATION June 30 2018**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 Hourly Health and Pension Vacation! Training Other Hours(e) Total Daily Saturday(d) Sunday! (Journeyperson) Rate Welfare Holiday(a) Payments Hourly Rate (c) Holiday 1 1/2X 1 1/2X 2X Classification Groups(b) Group 1 $45 00 $11 45 $9 65 $3 55 $1 00 $0 39 8 $71 04 $93 540 $93 540 $116 04 Group 2 $45 78 $11 45 $9 65 $3 55 $1 00 $0 39 8 $71 82 $94 710 $94 710 $117 60 Group 3 $46 07 $11 45 $9 65 $3 55 $1 00 $0 39 8 $72 11 $95 145 $95 145 $118 18 Group 4 $47 56 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 60 $97 380 $97 380 $121 16 Group 5 $47 66 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 70 $97 530 $97 530 $121 36 Group 6 $4778 $1145 $965 $355 $100 $039 8 $7382 $97 710 $97 710 $12160 Group 7 $47 88 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 92 $97 860 $97 860 $121 80 Group 8 $47 89 $11 45 $9 65 $3 55 $1 00 $0 39 8 $73 93 $97 875 $97 875 $121 82 Group 9 $47 99 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 03 $98 025 $98 025 $122 02 Group 10 $48 01 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 05 $98 055 $98 055 $122 06 Group 11 $48 11 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 15 $98 205 $98 205 $122 26 Group 12 $48 18 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 22 $98 310 $98 310 $122 40 Group 13 $48 28 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 32 $98 460 $98 460 $122 60 Group 14 $48 31 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 35 $98 505 $98 505 $122 66 Group 15 $48 39 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 43 $98 625 $98 625 $122 82 Group 16 $48 51 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 55 $98 805 $98 805 $123 06 Group 17 $48 68 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 72 $99 060 $99 060 $123 40 Group 18 $48 78 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 82 $99 210 $99 210 $123 60 Group 19 $48 89 $11 45 $9 65 $3 55 $1 00 $0 39 8 $74 93 $99 375 $99 375 $123 82 Group 20 $49 01 $11 45 $9 65 $3 55 $1 00 $0 39 8 $75 05 $99 555 $99 555 $124 06 Group 21 $49 18 $11 45 $9 65 $3 55 $1 00 $0 39 8 $75 22 $99 810 $99 810 $124 40 Group 22 $49 28 $11 45 $9 65 $3 55 $1 00 $0 39 8 $75 32 $99 960 $99 960 $124 60 Group 23 $49 39 $11 45 $9 65 $3 55 $1 00 $0 39 8 $75 43 $100 125 $100 125 $124 82 Group 24 $49 51 $11 45 $9 65 $3 55 $1 00 $0 39 8 $75 55 $100 305 $100 305 $125 06 Group 25 $49 68 $11 45 $9 65 $3 55 $1 00 $0 39 8 $75 72 $100 560 $100 560 $125 40 #Indicates an apprenticeable craft The current apprentice wage rates are available on the Internet @http.//www dir ca.gov/OPRLIPWAppWage/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 'Includes an amount withheld for supplemental dues b For classifications within each group see pages 8 and 9 `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 '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 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 Industn al 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/OPRLfDPreWageDetermination.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 9B 586 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-23-102-2-2017-2 ISSUE DATE. August 22,2017 EXPIRATION DATE OF DETERMINATION. July 31, 2018*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,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 $33 19 7 12 7 53 4 59 0 69 0 61 8 53 73 70 325 70 325 86 920 Group 2 33 74 7 12 7 53 4 59 0 69 0 61 8 54 28 71 150 71 150 88 020 Group 3 34 29 7 12 7 53 4 59 0 69 0 61 8 54 83 71 975 71 975 89 120 Group 4 35 84 7 12 7 53 4 59 0 69 0 61 8 56 38 74 300 74 300 92 220 Group 5 36 19 7 12 7 53 4 59 0 69 0 61 8 56 73 74 825 74 825 92 920 #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/DPreWageDetermmation 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 13 587 DETERMINATION SC-23-102-2-2017-2 CLASSIFICATION GROUPS GROUP 1 GROUP 2(continued) Boring Machine Helper(Outside) Tank Scaler and Cleaner Certified Confined Space Laborer Tree Climber,Faller,Chain Saw Operator,Pittsburgh Chipper and similar type Cleaning and Handling of Panel Forms Brush Shredders Concrete Screeding for Rough Strike-Off Underground Laborer,including Caisson Bellower Concrete,Water Curing Demolition Laborer,the cleaning of brick if performed by an employee GROUP 3 performing any other phase of demolition work,and the cleaning of lumber Asphalt Installation of all fabrics Fiberoptic Installation,Blowing,Splicing,and Testing Technician on public Buggymobile Man right-of-way only Compactor(all types including Tampers,Barko,Wacker) Fire Watcher,Limbers,Brush Loaders,Pilers and Debris Handlers Concrete Cutting Torch Flagman Concrete Pile Cutter Gas,Oil and/or Water Pipeline Laborer Driller,Jackhammer,21/2 ft drill steel or longer Laborer,Asphalt-Rubber Material Loader Dri Pak-it Machine Laborer,General or Construction Gas,Oil and/or Water Pipeline Wrapper-6-inch pipe and over by any method, Laborer,General Cleanup inside and out Laborer,Jetting High Scaler(including drilling of same) Laborer,Temporary Water and Air Lines Impact Wrench,Multi-Plate Plugging,Filling of Shee-Bolt Holes,Dry Packing of Concrete and Patching Kettlemen,Potmen and Men applying asphalt,lay-kold,creosote,lime caustic Post Hole Digger(Manual) and similar type materials Railroad Maintenance,Repair Trackman and Road Beds,Streetcar and Railroad Laborer,Fence Erector Construction Track Laborers Material Hoseman(Walls,Slabs,Floors and Decks) Rigging and Signaling Operators of Pneumatic,Gas,Electric Tools,Vibrating Machines,Pavement Scaler Breakers,Air Blasting,Come-Alongs,and similar mechanical tools not Slip Form Raisers separately classified herein,operation of remote controlled robotic tools in Tarman and Mortar Man connection with Laborers work Tool Crib or Tool House Laborer Pipelayer's backup man,coating,grouting,making of Joints,sealing,caulking, Traffic Control by any method diapering and including rubber gasketjoints,pointing and any and all other Water Well Driller Helper services Window Cleaner Power Post Hole Digger Wire Mesh Pulling-All Concrete Pouring Operations Rock Slinger Rotary Scarifier or Multiple Head Concrete Chipping Scarifier GROUP 2 Steel Headerboard Man and Guideline Setter Asphalt Shoveler Trenching Machine,Hand Propelled Cement Dumper(on 1 yard or larger mixer and handling bulk cement) Cesspool Digger and Installer GROUP 4 Chucktender Any Worker Exposed to Raw Sewage Chute Man,pouring concrete,the handling of the chute from readymix trucks, Asphalt Raker,Luteman,Ironer,Asphalt Dumpman,and Asphalt Spreader such as walls,slabs,decks,floors,foundations,footings,curbs,gutters and Boxes(all types) sidewalks Concrete Core Cutter(walls,floors or ceilings),Grinder or Sander Concrete Curer-Impervious Membrane and Form Oiler Concrete Saw Man,Cutting Walls or Flat Work,Scoring old or new concrete Cutting Torch Operator(Demolition) Cribber,Shorer,Lagging,Sheeting and Trench Bracing,Hand-Guided Lagging Fine Grader,Highways and Street Paving,Airport,Runways,and similar type Hammer heavy construction Head Rock Slinger Gas,Oil and/or Water Pipeline Wrapper-Pot Tender and Form Man Laborer,Asphalt-Rubber Distributor Bootman Guinea Chaser Laser Beam in connection with Laborer's work Headerboard Man-Asphalt Oversize Concrete Vibrator Operator,70 pounds and over Installation of all Asphalt Overlay Fabric and Materials used for Reinforcing Pipelayer Asphalt Prefabricated Manhole Installer Laborer,Packing Rod Steel and Pans Sandblaster(Nozzleman),Water Blasting,Porta Shot-Blast Membrane Vapor Barrier Installer Subsurface Imaging Laborer Power Broom Sweepers(small) Traffic Lane Closure,certified Riprap,Stonepaver,placing stone or wet sacked concrete Roto Scraper and Tiller GROUP 5 Sandblaster(Pot Tender) Blasters Powderman Septic Tank Digger and Installer(leadman) Driller Toxic Waste Removal Welding,certified or otherwise in connection with Laborers'work 588 14 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-23-102-6-2017-1 ISSUE DATE: August 22,2017 EXPIRATION DATE OF DETERMINATION: June 30, 2018*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 Impenal,Inyo,Kern,Los Angeles, Mono,Orange,Riverside, San Bernardino, San Diego, San Luis Obispo,Santa Barbara and Ventura counties Employer Pa, ents Straight-Time Overtime Hourly Rates Classification Basic Health Pension Vacation/ Training Other Hoursb Total Daily 6th&7th Holiday (Journeyperson) Hourly and Holiday Hourly Day Rate Welfare Rate 1 1/2X 1 1/2X 2X CLASSIFICATION GROUPS Group 1 $35 86 $7 12 $4 48 $4 83' $1 31 $0 50 8 $54 10 $72 030 $72 030 $89 96 Group 2 37 16 7 12 4 48 4 83a 1 31 0 50 8 55 40 73 980 73 980 92 56 Group 3 39 17 7 12 4 48 4 83a 1 31 0 50 8 57 41 76 995 76 995 96 58 Group 4 40 91 7 12 4 48 4 83' 1 31 0 50 8 59 15 79 605 79 605 100 06 #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 pnor 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 The sixth consecutive day in the same work week may be worked at straight-time if job is shut down dunng 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 Industnal 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/DPreWageDeternunation him 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 Group 2 Group 3 (repairs and filling of cracks by any Traffic Surface Abrasive Blaster Traffic Delineating Device Applicator method to parking lots,game courts and Pot Tender Traffic Protective System Installer playgrounds) Traffic Control Person/Certified Traffic Pavement Marking Applicator Installation of carstops Control Person Slurry Seal Apphcator Operator(Line Traffic Control Person&Serviceman, Repairing and filling of cracks and surface Dnver) including work of mstalhng and cleaning on streets,highways,and Shuttleman(loader/slurry machine protecting utility covers,traffic airports by any means,and other work operations)operation of all related dehneahng devices,posting of no parking not directly connected with the machinery and equipment and notifications for pubhc convenience application of shiny seal Asphalt Repair Slurry Seal Squeegeeman(fimsher) Group 4 Equipment Repair Technician Traffic Stnpmg Apphcator Slurry Seal Mixer Operator Power Broom Sweeper(operation of all 18E related machinery and equipment) 589 General Decision Number CA180025 07/13/2018 CA25 Superseded General Decision Number: CA20170025 State California Construction Types: Building, Heavy (Heavy and Dredging) and Highway County: Ventura County in California. BUILDING, DREDGING (does not incldue hopper dredge work) , HEAVY (does not include water well drilling) , AND HIGHWAY CONSTRUCTION PROJECTS Note Under Executive Order (EO) 13658, an hourly minimum wage of $10 .35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10 35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5 1 (a) (2) -(60) Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/05/2018 1 01/12/2018 2 01/19/2018 3 01/26/2018 4 02/09/2018 5 05/04/2018 6 05/18/2018 7 06/15/2018 8 07/06/2018 9 07/13/2018 ASBE0005-002 07/03/2017 Rates Fringes Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all 590 types of mechanical systems) $ 39.72 20 . 81 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls) $ 26.96 17. 81 ASBE0005-004 07/03/2017 Rates Fringes Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not) $ 19.26 11 .27 BOIL0092-003 03/01/2018 Rates Fringes BOILERMAKER $ 44 07 33 52 * BRCA0004-012 05/01/2018 Rates Fringes BRICKLAYER; MARBLE SETTER $ 39.22 13 . 65 *The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty-Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3 00) above the standard San Bernardino/Riverside County hourly wage rate BRCA0018-004 07/01/2017 Rates Fringes MARBLE FINISHER $ 30 93 12 95 TILE FINISHER $ 25 98 11 23 TILE LAYER $ 37.76 16 .37 BRCA0018-010 09/01/2017 Rates Fringes TERRAZZO FINISHER $ 29 75 12 91 TERRAZZO WORKER/SETTER $ 36.75 13 . 82 591 CARP0409-001 07/01/2016 Rates Fringes CARPENTER (1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer $ 39 83 15 50 (2) Millwright $ 40.90 15. 50 (3) Piledrivermen/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial) $ 40 53 15 50 (4) Pneumatic Nailer, Power Stapler $ 40.09 15. 50 (5) Sawfiler $ 39.83 15. 50 (6) Scaffold Builder $ 31 60 15 50 (7) Table Power Saw Operator $ 40.93 15. 50 FOOTNOTE Work of forming in the construction of open cut sewers or storm drains, on operations 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 piledrivers) : $0 . 13 per hour additional. CARP0409-002 07/01/2016 Rates Fringes Diver (1) Wet $ 712 48 17 03 (2) Standby $ 356 24 17 03 (3) Tender $ 348.24 17. 03 (4) Assistant Tender $ 324.24 17. 03 Amounts in "Rates' column are per day CARP0409-005 07/01/2015 Rates Fringes Drywall DRYWALL INSTALLER/LATHER $ 40 40 15 03 STOCKER/SCRAPPER $ 10.00 7. 17 CARP0409-008 08/01/2010 Rates Fringes 592 Modular Furniture Installer $ 17.00 7. 41 ELEC0952-001 01/01/2018 Rates Fringes Electricians: (All work within 32 road miles from the nearest base point) Cable Splicer $ 41 49 26 56 Electrician Transportation Systems Technician Journeyman Wireman - Street Lighting & Traffic Signals $ 37.72 26 . 56 Transportation Systems Technician - Street Lighting & Traffic Signals $ 38 23 26 97 ALL WORK MORE THAN 32 ROAD MILES FROM NEAREST BASE POINT: Add $5 00 to the basic hourly rate BASE POINTS the main Post Office in the cities of Camarillo, Oak View, Oxnard, Santa Paula and Ventura. ELEC0952-003 01/01/2018 COMMUNICATIONS AND SYSTEMS WORK Rates Fringes Communications System Installer $ 32 43 14 87 Technician $ 30.10 12 . 78 SCOPE OF WORK Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, security and entertainment purposes for the following TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms, fire alarm (see last paragraph below) and low voltage master clock systems in commercial buildings. Communication Systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function; excluding all other data systems or multiple systems which include control function or power supply; excluding installation of raceway systems, conduit systems, line voltage work, and energy management systems Does not cover work performed at China Lake Naval Ordnance Test Station. Fire alarm work shall be performed at the current inside wireman total cost package. 593 ELEV0018-001 01/01/2018 Rates Fringes ELEVATOR MECHANIC $ 53.85 32.645 FOOTNOTE PAID VACATION Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. PAID HOLIDAYS New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. ENGI0012-003 07/01/2017 Rates Fringes OPERATOR: Power Equipment (All Other Work) GROUP 1 $ 44 00 24 25 GROUP 2 $ 44 78 24 25 GROUP 3 $ 45.07 24.25 GROUP 4 $ 46.56 24.25 GROUP 5 $ 47 66 24 25 GROUP 6 $ 46 78 24 25 GROUP 8 $ 46.89 24.25 GROUP 9 $ 47.99 24.25 GROUP 10 $ 48 01 24 25 GROUP 11 $ 48 11 24 25 GROUP 12 $ 47.18 24.25 GROUP 13 $ 47.28 24.25 GROUP 14 $ 47 31 24 25 GROUP 15 $ 47.39 24.25 GROUP 16 $ 47.51 24.25 GROUP 17 $ 47 68 24 25 GROUP 18 $ 47 78 24 25 GROUP 19 $ 47.89 24.25 GROUP 20 $ 48.01 24.25 GROUP 21 $ 48 18 24 25 GROUP 22 $ 48 28 24 25 GROUP 23 $ 48.39 24.25 GROUP 24 $ 48.51 24.25 GROUP 25 $ 48 68 24 25 OPERATOR Power Equipment (Cranes, Piledriving & Hoisting) GROUP 1 $ 45 35 24 25 GROUP 2 $ 46.13 24.25 GROUP 3 $ 46.42 24.25 GROUP 4 $ 46 56 24 25 GROUP 5 $ 46 78 24 25 GROUP 6 $ 46.89 24.25 GROUP 7 $ 47.01 24.25 594 GROUP 8 $ 47.18 24.25 GROUP 9 $ 47 35 24 25 GROUP 10 $ 48 35 24 25 GROUP 11 $ 49.35 24.25 GROUP 12 $ 50.35 24.25 GROUP 13 $ 51 35 24 25 OPERATOR: Power Equipment (Tunnel Work) GROUP 1 $ 41 80 23 35 GROUP 2 $ 42 58 23 35 GROUP 3 $ 42.87 23 .35 GROUP 4 $ 43.01 23 .35 GROUP 5 $ 43 23 23 35 GROUP 6 $ 43 34 23 35 GROUP 7 $ 43.46 23 .35 PREMIUM PAY $3 75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp Pendleton Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 : Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside, Engineer Oiler, Forklift operator (includes toed, lull or similar types under 5 tons; Generator operator; Generator, pump or compressor plant operator, Pump operator, Signalman, Switchman GROUP 2 : Asphalt-rubber plant operator (nurse tank operator) ; Concrete mixer operator-skip type; Conveyor operator; Fireman, Forklift operator (includes toed, lull or similar types over 5 tons, Hydrostatic pump operator, oiler crusher (asphalt or concrete plant) ; Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types) , Skiploader (wheel type up to 3/4 yd without attachment) , Tar pot fireman, Temporary heating plant operator; Trenching machine oiler GROUP 3 Asphalt-rubber blend operator, Bobcat or similar type (Skid steer) ; Equipment greaser (rack) ; Ford Ferguson (with dragtype attachments) ; Helicopter radioman (ground) ; Stationary pipe wrapping and cleaning machine operator GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type) ; Boring machine operator; Boxman or mixerman 595 (asphalt or concrete) ; Chip spreading machine operator; Concrete cleaning decontamination machine operator, Concrete Pump Operator (small portable) , Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types - drilling depth of 30' maximum) , Equipment greaser (grease truck) ; Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel) , Power concrete curing machine operator, Power concrete saw operator, Power-driven lumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting) ; Screed operator (asphalt or concrete) , Trenching machine operator (up to 6 ft ) , Vacuum or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift) . GROUP 6 Articulating material hauler, Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type) ; Concrete planer operator, Dandy digger, Deck engine operator, Derrickman (oilfield 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) ; Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed) , Jackson track maintainer, or similar type, Kalamazoo Switch tamper, or similar type, Machine tool operator, Maginnis internal full slab vibrator, Mechanical berm, curb or gutter (concrete or asphalt) ; Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar) , Micro tunnel system (below ground) , Pavement breaker operator (truck mounted) , Road oil mixing machine operator; Roller operator (asphalt or finish) , rubber-tired earth moving equipment (single engine, up to and including 25 yds struck) , Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds ) , Slip form pump operator (power driven hydraulic lifting device for concrete forms) , Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types) , Tugger hoist operator (1 drum) , Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator GROUP 8 Asphalt or concrete spreading operator (tamping or finishing) , Asphalt paving machine operator (Barber Greene or similar type) ; Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd. ) , small ford, Case or similar, Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work) ; Compactor operator (self-propelled) ; Concrete mixer operator (paving) , Crushing plant operator, Drill Doctor, 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 - 596 drilling depth of 60' maximum) ; Elevating grader operator; Grade checker, Gradall operator, Grouting machine operator, Heavy-duty repairman, Heavy equipment robotics operator, Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type, Loader operator (Athey, Euclid, Sierra and similar types) ; Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type) , Pumperete gun operator, Rock Drill or similar types, Rotary drill operator (excluding caisson type) ; Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds up to and including 50 cu yds. struck) ; Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck) ; Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit) , Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds ) , Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h p and over, or similar-bulldozer, tamper, scraper and push tractor single engine) ; Tractor operator (boom attachments) , Traveling pipe wrapping, cleaning and bendng machine operator; Trenching machine operator (over 6 ft depth capacity, manufacturer's rating) , trenching Machine with Road Miner attachment (over 6 ft depth capacity) : Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator GROUP 9: Heavy Duty Repairman 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) , Dual drum mixer, dynamic compactor LDC350 (or similar types) , Monorail locomotive operator (diesel, gas or electric) ; Motor patrol-blade operator (single engine) ; Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat ) , Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck) ; Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single engine, over 50 yds struck) , Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck) , Tower crane repairman, Tractor loader operator (crawler and wheel type over 6-1/2 yds. ) ; Woods mixer operator (and similar Pugmill equipment) GROUP 11 Heavy Duty Repairman - Welder Combination, Welder - Certified. 597 GROUP 12: Auto grader operator; Automatic slip form operator; 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) ; Hoe ram or similar with compressor, Mass excavator operator less tha 750 cu yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine) ; Pipe mobile machine operator, Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck) ; Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units) GROUP 13: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds struck) GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment $1 00 per hour additional) , Wheel excavator operator (over 750 cu. yds. ) GROUP 15 Rubber-tired earth-moving equipment operator, operating equipment with 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 yds struck) , Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine-up to and including 25 yds. struck) GROUP 16 Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 17 Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck) ; Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type) GROUP 18: 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) GROUP 19: Rotex concrete belt operator (or similar types) ; 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 598 similar types in any combination, excluding compaction units - multiple engine, up to and including 25 yds struck) GROUP 20: 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) ; 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) GROUP 21 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) GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (single engine, up to and including 25 yds. struck) GROUP 23 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 yds struck) , Rubber-tired earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck) GROUP 24 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 tandem push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck) GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, Caterpillar and similar type, over 50 cu yds struck) CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1 Engineer oiler, Fork lift operator (includes toed, lull or similar types) GROUP 2 Truck crane oiler GROUP 3 : A-frame or winch truck operator; Ross carrier operator (jobsite) GROUP 4: Bridge-type unloader and turntable operator; Helicopter hoist operator 599 GROUP 5 Hydraulic boom truck, Stinger crane (Austin-Western or similar type) , Tugger hoist operator (1 drum) GROUP 6 : Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type) , Lift mobile operator; Lift slab machine operator (Vagtborg and similar types) ; Material hoist and/or manlift operator; Polar gantry crane operator, Self Climbing scaffold (or similar type) , Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc) ; Tugger hoist operator GROUP 7 Pedestal crane operator, Shovel, backhoe, dragline, clamshell operator (over 5 cu yds mrc) , Tower crane repair; Tugger hoist operator (3 drum) GROUP 8 Crane operator (up to and including 25 ton capacity) , Crawler transporter operator, 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) , Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds. , M.R.C. ) GROUP 9 Crane operator (over 25 tons and up to and including 50 tons mrc) , Derrick barge operator (over 25 tons up to and including 50 tons mrc) ; Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc) , K-crane operator, Polar crane operator, Self erecting tower crane operator maximum lifting capacity ten tons GROUP 10 Crane operator (over 50 tons and up to and including 100 tons mrc) , Derrick barge operator (over 50 tons up to and including 100 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc) , Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C. ) ; Tower crane operator and tower gantry GROUP 11 Crane operator (over 100 tons and up to and including 200 tons mrc) ; Derrick barge operator (over 100 tons up to and including 200 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc) , Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12 Crane operator (over 200 tons up to and including 300 tons mrc) , Derrick barge operator (over 200 tons up to and including 300 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and including 300 tons mrc) , Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc) GROUP 13 Crane operator (over 300 tons) , Derrick barge operator (over 300 tons) , Helicopter pilot, Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons) ; Mobile tower crane operator (over 300 tons) 600 TUNNEL CLASSIFICATIONS GROUP 1 : Skiploader (wheel type up to 3/4 yd. without attachment) GROUP 2: Power-driven jumbo form setter operator GROUP 3 Dinkey locomotive or motorperson (up to and including 10 tons) GROUP 4: Bit sharpener; Equipment greaser (grease truck) ; Slip form pump operator (power-driven hydraulic lifting device for concrete forms) , Tugger hoist operator (1 drum) , Tunnel locomotive operator (over 10 and up to and including 30 tons) GROUP 5 Backhoe operator (up to and including 3/4 yd ) , Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types) , Mucking machine operator (1/4 yd., rubber-tired, rail or track type) ; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type) , Pneumatic heading shield (tunnel) , Pumperete gun operator, Tractor compressor drill combination operator; Tugger hoist operator (2 drum) ; Tunnel locomotive operator (over 30 tons) GROUP 6 Heavy Duty Repairman GROUP 7: Tunnel mole boring machine operator ENGINEERS ZONES $1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below: That area within the following Boundary Begin in San Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM Continue W along the Inyo and San Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, 601 MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM Continue S to SW corner of T11N, R17W, SBM Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM. Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of T1s, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of TBS, R10E, SBM. Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM $1 00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below: That area within the following Boundary Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM Continue E to SW corner of T30S, R17E, MDM Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM. Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R3OW Follow the west side of R3OW, SBM to the SW corner of T9N, R3OW, SBM Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34 T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W. Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM] Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM 602 $2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below That area within the following Boundary: Begin at the intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T1ON, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM. Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T1ON, R22E, MDM REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE ENGI0012-004 08/01/2015 Rates Fringes OPERATOR: Power Equipment (DREDGING) (1) Leverman $ 49.50 23 . 60 (2) Dredge dozer $ 43.53 23 . 60 (3) Deckmate $ 43 42 23 60 (4) Winch operator (stern winch on dredge) $ 42.87 23 . 60 (5) Fireman-Oiler, Deckhand, Bargeman, Leveehand $ 42 33 23 60 (6) Barge Mate $ 42.94 23 . 60 IRON0377-002 01/01/2017 Rates Fringes Ironworkers Fence Erector $ 29.58 21 . 59 Ornamental, Reinforcing and Structural $ 36 00 30 15 PREMIUM PAY: 603 $6.00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Ni land, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4 00 additional per hour at the following locations Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center $2.00 additional per hour at the following locations: Port Hueneme, Port Mugu, U S Coast Guard Station - Two Rock LAB00300-005 01/01/2018 Rates Fringes Asbestos Removal Laborer $ 33.19 17. 78 SCOPE OF WORK Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery, scaffolding, fabrication of temporary wooden barriers and assembly of decontamination stations. LABO0345-001 07/02/2017 Rates Fringes LABORER (GUNITE) GROUP 1 $ 41.08 17.39 GROUP 2 $ 40 13 17 39 GROUP 3 $ 36 59 17 39 FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of 75'-0" above base level and which work must be performed in whole or in part more than 75'-0" above base level, that work performed above the 75'-0" level shall be compensated 604 for at 35 cents per hour above the applicable classification wage rate GUNITE LABORER CLASSIFICATIONS GROUP 1 Rodmen, Nozzlemen GROUP 2: Gunmen GROUP 3 Reboundmen LABO0585-001 07/03/2017 Rates Fringes LABORER (TUNNEL) GROUP 1 $ 39 04 18 24 GROUP 2 $ 39.36 18 .24 GROUP 3 $ 39.82 18 .24 GROUP 4 $ 40 51 18 24 LABORER GROUP 1 $ 33.19 18 .24 GROUP 2 $ 33 74 18 24 GROUP 3 $ 34 29 18 24 GROUP 4 $ 35.84 18 .24 GROUP 5 $ 36.19 18 .24 LABORER CLASSIFICATIONS GROUP 1 : Cleaning and handling of panel forms; Concrete screeding for rough strike-off, Concrete, water curing, Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler, Flag person, Gas, oil and/or water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up, Laborer, landscaping, Laborer, jetting, Laborer, temporary water and air lines, Material hose operator (walls, slabs, floors and decks) ; Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds, Streetcar and railroad construction track laborers, Rigging and signaling, Scaler, Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations GROUP 2 : Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement) ; Cesspool digger and installer, Chucktender, Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, 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 605 pipeline wrapper - pot tender and form person; Guinea chaser, Headerboard person - asphalt, Laborer, packing rod steel and pans, Membrane vapor barrier installer, Power broom sweeper (small) ; Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender) , Septic tank digger and installer (lead) , Tank scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush shredder, Underground laborer, including caisson bellower GROUP 3 : Buggymobile person; 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-in pipe and over, by any method, inside and out; High scaler (including drilling of same) ; Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold, creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing) ; Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier, Steel headerboard and guideline setter, Tamper, Barka, Wacker and similar type, Trenching machine, hand-propelled GROUP 4 Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types) , Concrete core cutter (walls, floors or ceilings) , grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete, Cribber, sharer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work, Oversize concrete vibrator operator, 70 lbs and over, Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzle person) , water blasting, Porta Shot-Blast GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing, Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all 606 other types of mechanical drills without regard to the form of motive power, Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1 Batch plant laborer, Changehouse person, Dump person; Dump person (outside) ; Swamper (brake person and switch person on tunnel work) ; Tunnel materials handling person, Nipper, Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc. ) GROUP 2 Chucktender, cabletender, Loading and unloading agitator cars, Vibrator person, jack hammer, pneumatic tools (except driller) ; Bull gang mucker, track person; Concrete crew, including rodder and spreader GROUP 3 Blaster, driller, powder person, Chemical grout het person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator, Miner, tunnel (hand or machine) ; Nozzle person; Operating of troweling and/or grouting machines; Powder person (primer house) , Primer person, Sandblaster, Shotcrete person, Steel form raiser and setter, Timber person, retimber person, wood or steel; Tunnel Concrete finisher GROUP 4 Diamond driller, Sandblaster, Shaft and raise work LAB00585-003 07/01/2017 Rates Fringes Brick Tender $ 31.36 17. 82 LAB01184-001 07/01/2017 Rates Fringes Laborers: (HORIZONTAL DIRECTIONAL DRILLING) (1) Drilling Crew Laborer $ 34 65 13 20 (2) Vehicle Operator/Hauler $ 34 82 13 20 (3) Horizontal Directional Drill Operator $ 36.67 13 .20 (4) Electronic Tracking Locator $ 38 67 13 20 Laborers: (STRIPING/SLURRY SEAL) GROUP 1 $ 35 86 16 21 GROUP 2 $ 37.16 16 .21 GROUP 3 $ 39.17 16 .21 GROUP 4 $ 40 91 16 21 LABORERS - STRIPING CLASSIFICATIONS 607 GROUP 1 : Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds, carstops, operation of all related machinery and equipment; equipment repair technician GROUP 2 : Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc ) and preparation of surface for coatings Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all related machinery and equipment GROUP 3 : Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control This category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the application process Traffic protective delineating system installer: removes, relocates, installs, permanently affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, monument markers, operation of all related machinery and equipment; power broom sweeper GROUP 4 Striper layout and application of traffic stripes and markings, hot thereto plastic, tape traffic stripes and markings, including traffic control; operation of all related machinery and equipment LABO1414-001 08/02/2017 Rates Fringes LABORER PLASTER CLEAN-UP LABORER $ 32 50 18 29 PLASTER TENDER $ 35 05 18 29 Work on a swing stage scaffold: $1.00 per hour additional. * PAIN0036-007 07/01/2018 Rates Fringes Painters (1) Repaint Including Lead Abatement $ 24.40 14. 82 (2) High Iron & Steel $ 31 04 15 44 (3) Journeyman Painter including Lead Abatement $ 29.04 14. 98 (4) Industrial $ 32 52 15 44 (5) All other work $ 29 04 14 98 REPAINT of any previously painted structure. Exceptions: work 608 involving the aerospace industry, breweries, commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities HIGH IRON & STEEL: Aerial towers, towers, radio towers, smoke stacks, flag poles (any flag poles that can be finished from the ground with a ladder excluded) , elevated water towers, steeples and domes in their entirety and any other extremely high and hazardous work, cooning steel, bos'n chair, or other similar devices, painting in other high hazardous work shall be classified as high iron & steel PAIN0036-008 10/01/2017 Rates Fringes DRYWALL FINISHER/TAPER $ 38.58 18 . 57 PAIN0036-015 06/01/2018 Rates Fringes GLAZIER $ 42.15 25. 83 FOOTNOTE Additional $1 25 per hour for work in a condor, from the third (3rd) floor and up Additional $1 25 per hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up PAIN1247-002 05/01/2018 Rates Fringes SOFT FLOOR LAYER $ 33.85 14. 56 PLAS0200-009 08/02/2017 Rates Fringes PLASTERER $ 41 26 14 46 PLAS0500-002 07/01/2018 Rates Fringes CEMENT MASON/CONCRETE FINISHER $ 35.75 22 . 48 PLUM0016-001 07/01/2017 Rates Fringes PLUMBER/PIPEFITTER Plumber and Pipefitter 609 All other work except work on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5, 000 sq ft of floor space and work on strip malls, light commercial, tenant improvement and remodel work $ 49.28 21 . 61 Work ONLY on new additions and remodeling of bars, restaurant, stores and commercial buildings not to exceed 5, 000 sq. ft. of floor space $ 47 76 20 63 Work ONLY on strip malls, light commercial, tenant improvement and remodel work $ 36 91 18 96 PLUM0078-001 07/01/2016 Rates Fringes PLUMBER Landscape/Irrigation Fitter $ 44 16 25 19 Sewer & Storm Drain Work $ 44 16 25 19 R00F0036-002 08/01/2017 Rates Fringes ROOFER $ 37.07 16 . 17 FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1 75 per hour "pitch premium" pay. 5FCA0669-010 04/01/2017 DOES NOT INCLUDE PORT HUENEME, PORT MUGU, THE CITY OF SANTA PAULA, AND THAT PART OF VENTURA COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES Rates Fringes SPRINKLER FITTER $ 39.07 15. 84 (FIRE) SFCA0709-001 01/01/2018 610 PORT HUENEME, PORT MUGU, THE CITY OF SANTA PAULA, AND THAT PART OF VENTURA COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES Rates Fringes SPRINKLER FITTER (Fire) $ 42.26 25. 95 SHEE0273-002 08/01/2017 Rates Fringes SHEET METAL WORKER $ 42 28 28 33 HOLIDAYS: New Year's Day, Martin Luther King Day, President's Day, Good Friday, Memorial Day, Indepdendence Day, Labor Day, Veterans Day,Thankisgiving Day & Friday after, Christmas Day TEAM0011-002 07/01/2017 Rates Fringes TRUCK DRIVER GROUP 1 $ 29.59 27. 74 GROUP 2 $ 29 74 27 74 GROUP 3 $ 29 87 27 74 GROUP 4 $ 30.06 27. 74 GROUP 5 $ 30.09 27. 74 GROUP 6 $ 30 12 27 74 GROUP 7 $ 30 37 27 74 GROUP 8 $ 30.62 27. 74 GROUP 9 $ 30.82 27. 74 GROUP 10 $ 31 12 27 74 GROUP 11 $ 31.62 27. 74 GROUP 12 $ 32.05 27. 74 WORK ON ALL MILITARY BASES PREMIUM PAY: $3.00 per hour additional. [29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception, Vandenberg AFB] TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Truck driver GROUP 2 Driver of vehicle or combination of vehicles - 2 axles, Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom 611 GROUP 3 : Driver of vehicle or combination of vehicles - 3 axles, Boot person, Cement mason distribution truck, Fuel truck driver, Water truck - 2 axle, Dump truck, less than 16 yds. water level; Erosion control driver GROUP 4 Driver of transit mix truck, under 3 yds , Dumperete truck, less than 6-1/2 yds. water level GROUP 5 Water truck, 3 or more axles, Truck greaser and tire person ($0 50 additional for tire person) , Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work; Slurry truck driver GROUP 6 : Transit mix truck, 3 yds. or more; Dumperete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles, Oil spreader truck, Dump truck, 16 yds to 25 yds water level GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver GROUP 8 : Dump truck, 25 yds. to 49 yds. water level; Truck repair person, Water pull - single engine, Welder GROUP 9 : Truck repair person/welder; Low bed driver, 9 axles or over GROUP 10 Dump truck - 50 yds or more water level, Water pull - single engine with attachment GROUP 11 Water pull - twin engine, Water pull - twin engine with attachments, Winch truck driver - $1 25 additional when operating winch or similar special attachments GROUP 12 Boom Truck 17K and above WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017 If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care, to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is 612 like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5 5 (a) (1) (ii) ) The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type (s) of construction in the area covered by the wage determination The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local) , a survey rate (weighted average rate) or a union average rate (weighted union average rate) . Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey Example PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers 0198 indicates the local union number or district council number where applicable, i.e. , Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates LA indicates the State of Louisiana 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the 613 wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014 UAVG indicates that the rate is a weighted union average rate OH indicates the state The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1. ) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program If the response from this initial contact is not satisfactory, then the process described in 2 ) and 3. ) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N W Washington, DC 20210 2. ) If the answer to the question in 1. ) is yes, then an 614 interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1 8 and 29 CFR Part 7) Write to Wage and Hour Administrator U S Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc ) that the requestor considers relevant to the issue 3. ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) Write to Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N W Washington, DC 20210 4 ) All decisions by the Administrative Review Board are final END OF GENERAL DECISION 615