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Blue Pacific Engineering and Construction; 2016-05-11; PWS16-67TRAN
RECORDED REQUESTED BY CITY OF CARLSBAD DOC# 2017-0497838 11111111111111111111111111111111111111111111111 IIIII IIIII IIIII IIII IIII Oct 25, 2017 04:35 PM OFFICIAL RECORDS Ernest J. Dronenburg, Jr., AND WHEN RECORDED PLEASE MAIL TO: SAN DIEGO COUNTY RECORDER FEES: $0.00 PAGES: 1 City Clerk City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 Space above this line for Recorder's use. PARCEL NO: NOTICE OF COMPLETION Notice is hereby given that: n/a 1. The undersigned is owner of the interest or estate stated below in the property hereinafter described. 2. The full names of the undersigned are City of Carlsbad, a municipal corporation and Carlsbad Municipal Water District (CMWD), a municipal corporation. 3. The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California 92008. 4. The nature of the title of the undersigned is: In fee. 5. A work or improvement on the property hereinafter described was completed on Oct. 10, 2017. 6. The name of the contractor for such work or improvement is Blue Pacific Engineering & Construction. 7. The property on which said work or improvement was completed is in the City of Carlsbad, County of San Diego, State of California, and is described as follows: Project No. 6608, Northwest Quadrant Storm Drain Program (Roosevelt North). 8. The street address of said property is on Roosevelt St. in the City of Carlsbad. CITY OF CARLSBAD / CMWD VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Carlsbadt) 2darlsbad Village Drive, Carlsbad, California, 92008; the City/Executive Manager of said City on · . / 7 , 20fl, accepted the above described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on Gct. Glj , 20J.1, at Carlsbad, California. OF CARLSBAD/( D Word\Masters\Forms\Notice of Completion (City) BARBARA ENGLESON City Clerk , 1·1?<c 7J 3/9/98 ,·· CITY OF CARLSBAD AND CARLSBAD MUNICIPAL WATER DISTRICT ACCEPTANCE OF PUBLIC IMPROVEMENTS COMPLETION OF PUBLIC IMPROVEMENTS Bleu Pacific Engineering & Construction has completed the contract work required for Project No. 6608, Northwest Quadrant Storm Drain Program (Roosevelt North). City forces have inspected the work and found it to be satisfactory. The work consisted of: IMPROVEMENTS (Specify if City or CMWD) Storm drain improvements (city) VALUE $419,952 CERTIFICATION OF COMPLETION OF IMPROVEMENTS Engineering~...._ Date CITY MANAGER'S/EXECUTIVE MANAGER'S ACCEPTANCE OF PUBLIC IMPROVEMENTS The construction of the above described contract is deemed complete and hereby accepted. The City Clerk or Secretary to the Board of Directors is hereby authorized to record the Notice of Completion and release the bonds in accordance with State Law and City Ordinances. The City of Carlsbad and Carlsbad Municipal Water District are hereby directed to commence maintaining the above described improvements. Kevin Cra Date ' APPROVED AS TO FORM: CELIA BREWER, City Attorney By:___._~_(; ____ _ Deputy City Attorney Q:\Public Works\PW Common\CAPITAL-ACTIVE\6608 NW Quadrant SD (Roosevelt North)IAPI (Public Works).doc TABLE OFCONTENTS Notice Inviting Bids.................................................................................................................. 3 Contractor's Proposal . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 7 Bid Security Form.................................................................................................................... 14 Bidder's Bond to Accompany Proposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Guide for Completing the "Designation Of Subcontractors" Form............................................. 17 Designation of Subcontractor and Amount of Subcontractor's Bid Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Bidder's Statement of Technical Ability and Experience........................................................... 20 Bidder's Certificate of Insurance for General Liability, Employers' Liability, Automotive Liability and Workers' Compensation....................................................................................... 21 Bidder's Statement Re Debarment........................................................................................... 22 Bidder's Disclosure of Discipline Record .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. . .. .. .. .. .. .. 23 Noncollusion Declaration to Be Executed by Bidder and Submitted with Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 Contract Public Works .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. . .. .. .. .. . .. .. .. .. .. . . .. . .. .. .. .. . .. .. .. .. . .. .. .. .. .. .. . .. .. . . .. .. .. 26 Labor and Materials Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 32 Faithful Performance/Warranty Bond....................................................................................... 34 Optional Escrow Agreement for Surety Deposits in Lieu of Retention .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 36 GENERAL PROVISIONS . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 SUPPLEMENTAL PROVISIONS TO PART 2, 3 AND 6 OF THE SSPWC Part 2 Construction Materials.............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 07 Part 3 Construction Methods.................................................................................................... 114 Part 6-Temporary Traffic Control........................................................................................... 131 Part 8-Landscape and Irrigation .. .... .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. . .. .. .. .. . .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. . 135 Appendix "A" Door Hanger Appendix "B" Standard Plans APPENDICIES Appendix "C" Tier 1 Storm Water Pollution prevention Plan Template Appendix "D" Signing and Striping notes Appendix "E" Pothole Report Appendix "F" Bioclean Catch Basin Device ., \.fi Revised 3/6/15 Contract No. 6608 Page 2 of 135 Pages CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS UNTIL 2 P.M. ON MARCH 2, 2016, the City shall accept sealed bids, clearly marked as such, at the Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314, Attn: Purchasing Officer, by mail, delivery service or by deposit in the Bid Box located in the first floor lobby, at which time they will be opened and read, for performing the work as follows: installation of 555 linear feet of 30-inch and 95 linear feet 18-inch reinforced concrete storm drain pipeline, curb inlets and cleanouts, PCC flatwork, temporary traffic control and trench patch per City of Carlsbad Standard Drawing GS-26. NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT NO. 6608 BID NO. PWS16-67TRAN INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS This bid and the terms of the Contract Documents and General Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder. No bid will be received unless it is made on a proposal form furnished by the Purchasing Department. Each bid must be accompanied by security in a form and amount required by law. The bidder's security of the second and third next lowest responsive bidders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or deemed void, within ten (1 0) days after the Contract is awarded. Pursuant to the provisions of law (Public Contract Code section 1 0263), appropriate securities may be substituted for any obligation required by this notice or for any monies withheld by the City to ensure performance under this Contract. Section 10263 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract. The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the State of California as an irresponsible bidder. The work shall be performed in strict conformity with the plans, provisions, and specifications as approved by the City Council of the City of Carlsbad on file with the Public Works Department. The specifications for the work include City of Carlsbad Technical Specifications and the Standard Specifications for Public Works Construction. Parts 2 & 3, current edition at time of bid opening and the supplements thereto as published by the "Greenbook" Committee of Public Works Standards, lnc.all hereinafter designated "SSPWC", as amended. Specification Reference is hereby made to the plans and specifications for full particulars and description of the work. The General Provisions (Part 1) to the SSPWC do not apply. The City of Carlsbad encourages the participation of minority and women-owned businesses. The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Engineer. l" • .., Revised 3/6/15 Contract No. 6608 Page 3 of 132 Pages BID DOCUMENTS The bid documents comprise the following documents which must be completed and properly executed including notarization, where indicated. 1. Contractor's Proposal 2. Bidder's Bond 3. Noncollusion Declaration 4. Designation of Subcontractor and Amount of Subcontractor's Bid 5. Bidder's Statement of Technical Ability and Experience 6. Acknowledgement of Addendum( a) 7. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of this contract. 8. Bidder's Statement Re Debarment 9. Bidder's Disclosure Of Discipline Record 10. Escrow Agreement for Security Deposits -(optional, must be completed if the Bidder wishes to use the Escrow Agreement for Security) ENGINEER'S ESTIMATE: All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $475.000 (four hundred seventy five thousand dollars). TIME OF COMPLETION: The contractor shall complete the Work within the time set in the contract as defined in the General Provisions Section 6-7. SPECIALTY CONTRACTORS: ACCEPTABLE LICENSE TYPES Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. Where federal funds are involved the contractor shall be properly licensed at the time the contract is awarded. In all other cases the contractor shall state their license number, expiration date and classification in the proposal, under penalty of perjury. This invitation to bid does not involve federal funds. The following classifications are acceptable for this contract: A-General Engineering. ESCROW AGREEMENT If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of the usual 5% retention from each payment, these documents must be completed and submitted with the signed contract. The escrow agreement may not be substituted at a later date. OBTAINING PLANS AND SPECIFICATIONS Sets of plans, various supplemental provisions, and Contract documents may be obtained at the Cashier's Counter of the Faraday Center located at 1635 Faraday Avenue, Carlsbad, California 92008-7314, for a non-refundable fee of $20.00 per set. If plans and specifications are to be mailed, the cost for postage should be added. INTENT OF PLANS AND SPECIFICATIONS Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, specifications or other contract documents, or finds discrepancies in or omissions from the drawings l'\ • .., Revised 3/6/15 Contract No. 6608 Page 4 of 132 Pages and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will be mailed or delivered to each person receiving a set of the contract documents. No oral response will be made to such inquiry. Prior to the award of the contract, no addition to, modification of or interpretation of any provision in the contract documents will be given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. No bidder may rely on directions given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. REJECTION OF BIDS The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. PREVAILING WAGE TO BE PAID The general prevailing rate of wages for each craft or type of worker needed to execute the Contract shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers employed by him or her in the execution of the Contract. The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5 of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the purposes of section 4107 and 4107.5. The provisions of Part 7, Chapter 1 , of the Labor Code commencing with section 1720 shall apply to the Contract for work. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. PRE BID MEETING A pre-bid meeting and tour of the project site will not be held. BIDDERS INQUIRIES Bidders' inquiries will be responded to in writing. Bidders' inquiries will be accepted until 5:00 pm, Wednesday, February 24, 2016. Bidders' inquiries are to be submitted in writing to Sherri. Howard@carlsbadca.gov UNIT PRICES AND COMPUTATION OF BIDS All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or written in with ink and must be initialed in ink by a person authorized to sign for the Contractor. {"\ ·~ Revised 3/6/15 Contract No. 6608 Page 5 of 132 Pages ADDENDUMS Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid. BOND AND INSURANCE REQUIREMENTS The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to one hundred percent (1 00%) of the total amount payable by the terms of the contract. These bonds shall be kept in full force and effect during the course of this project, and shall extend in full force and effect and be retained by the City until they are released as stated in the General Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents: 1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the City may require copies of the insurer's most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the insurer's receipt of a request to submit the statements. Insurance is to be placed with insurers that: 1) Have a rating in the most recent Best's Key Rating Guide of at least A-:VII 2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner. Auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated above for all insurance companies. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. Workers' compensation insurance required under this contract must be offered by a company meeting the above standards with the exception that the Best's rating condition is waived. The City does accept policies issued by the State Compensation Fund meeting the requirement for workers' compensation insurance. The Contractor shall be required to maintain insurance as specified in the Contract. Any additional cost of said insurance shall be included in the bid price. The award of the contract by the City Council is contingent upon the Contractor submitting the required bonds and insurance, as described in the contract, within twenty days of bid opening. If the Contractor fails to comply with these requirements, the City may award the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. BUSINESS LICENSE The prime contractor and all subcontractors are required to have and maintain a valid City of Carlsbad Business License for the duration of the contract. Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2016-014, adopted on the 261h day of January, 2016. January 27,2016 ~~~ Date ~ifYCerk {'\ ·~ Revised 3/6/15 Contract No. 6608 Page 6 of 132 Pages IDENTIFICATION OF WORKER TYPES Project Name: NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) Bid Number: PWS16-67TRAN Please check-off or enter the types of workers you will use on this project. D ASBESTOS ~PIPE TRADES D BOILERMAKER D PLASTERERS D BRICKLAYERS D ROOFERS D CARPENTERS D SHEET METAL D CARPET/LINOLEUM D SOUND/COMM g' CEMENT MASONS ~URVEYORS D DRYWALL/FINISHER TEAMSTER D DRYWALL/LATHERS D TILE WORKERS D ELECTRICIANS OTHERS 0 ELEVATOR MECHANIC D D GLAZIERS D D IRON WORKERS D ~LABORERS D D MILLWRIGHTS D OPERATING ENG D PAINTERS D PILE DRIVERS Works Contract Administration 1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-4677 t CITY OF CARLSBAD NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 CONTRACT N0.6608 c The undersigned declares he/she has carefully examined the location of the work, read the Notice Inviting Bids, examined the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto, and hereby proposes to furnish all labor, materials, equipment, transportation, and services required to do all the work to complete Contract No.6608 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit: Item No. Description • 1 2 3 4 Mobilization (not to exceed $20,000) at twenty thousand dollars (Price in Words) PothoUng and Utility Coordination at ten thousand dollars (Price in Words) Water Pollution Plan Preparation and Implementation at ten thousand dollars (Price in Words) Utility Relocations Not Shown on Plans and as Required by Engineer per General Provisions Section 3-3 at Ten thousand dollars (Price in Words) Revised 3/6/15 Approximate Quantity And Unit 1 LS 1 LS 1 LS Not to Exceed Unit Price (Figures) $10.000.00 Contract No. 6608 Total Amount {Figures) $ 20,000.00 $ 10,000.00 $ 10,000.00 $10.000.00 Page 7 of 135 Pages Approximate Item Quantity Unit Price Total Amount No. Description And Unit (Figures) (Figures) 5 Dewatering at 1 LS $ 2,000.00 two thousand dollars (Unit Price in Words) 6 Record Drawings at 1 EA $ 2,000.00 $ 2 000.00 two thousand dollars (Unit Price in Words) Post Construction CCTV Inspection and DVD at 2,000.00 7 two thousand dollars 1 LS $ (Unit Price in Words) Temporary Traffic Control at 8 twenty five thousand dollars 1 LS $ 25,000.00 (Unit Price in Words) Demolition at 9 ten thousand dollars 1 LS $ 10,000.00 (Unit Price in Words) 10 6" Curb & Gutter (SDRSD G-200 LF $ 30.00 $ 6,000.00 2) thirty dollars (Unit Price in Words) Type A4 Storm Drain Cleanout (SDRSD D-9) at 8,000.00 8,000.00 11 eight thousand dollars 1 EA $ $ (Unit Price in Words) Type 8 Storm Drain Cleanout 8,000.00 8,000.00 12 eight thousand dollars 1 EA $ $ (Unit Price in Words) l' •ii' Revised 3/6/15 Contract No. 6608 Page 8 of 135 Pages 30-inch RCP Storm Drain Pipeline (D-1600) Installation at 13 two hundred eighty dollars 555 LF $ 280.00 $ 155,400.00 (Unit Price in Words) 14 18-inch RCP Storm Drain 95 LF $ 280.00 $ 26,600.00 Pipeline (D-2000) Installation at two hundred eighty dollars (Unit Price in Words) 15 Type 8-2 Curb Inlet (L=16') at 1 EA $ 8,500.00 $ 8,500.00 eight thousand five hundred dollars (Unit Price in Words) 16 Type A-2 Curb Inlet (L=16') at 1 EA $ 8,200.00 $ 8,200.00 eight thousand two hundred dollars (Unit Price in Words) 17 Type A Curb Inlet at 1 EA $ 7,000.00 $ 7 000.00 seven thousand dollars (Unit Price in Words) 18 Type 8 Curb Inlet at 1 EA $ 7,000.00 $ 7,000.00 seven thousand dollars (Unit Price in Words) 19 Raise Manhole to Grade 1 EA $ 1,000.00 $ 1,000.00 (Assume 6") at one thousand dollars (Price in Words) 20 Trench Resurfacing 650 LF $ 70.00 $ 45,500.00 (Carlsbad Standard Detail GS-26) at seventy dollars (Unit Price in Words) 411 Revised 3/6/15 Contract No. 6608 Page 9 of 135 Pages 21 Signing, Striping and Pavement Markers at three thousand seven hundred and fifty dollars (Unit Price in Words) 22 Remove and Replace sidewalk and Driveway at five hundred dollars (Unit Price in Words) 23 Survey Monument per SDRSD M-10 three hundred fifty dollars (Unit Price in Words) 1 LS $ 3,750.00 20CY $ 500.00 $ 10,000.00 LS $ 350.00 ----- Total amount of bid in words: Three Hundred and Eighty Six Thousand, Three Hundred Dollars Total amount of bid in numbers: $ 386,300.00 --~~----------------------------------------- Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s).,--::;.N;.;..;/A~--has/have been received and is/are included in this proposal. The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid. The Undersigned agrees that in case of default in executing the required Contract with necessary bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, the City may administratively authorize award of the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do business or act in the capacity of a contractor within the State of California, validly licensed under license number 824455 , classificationA, B, C27,C8 which expires on 9/30/17 , and that this statement is true and correct and has the legal effect of an affidavit. A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City § 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. However, at the time the contract is awarded, the contractor shall be properly licensed. The Undersigned bidder hereby represents as follows: 1. That no Council member, officer agent, or employee of the City of Carlsbad is personally interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted ('\ Iii~ Revised 3/6/15 Contract No. 6608 Page 1 0 of 135 Pages ~heck A License -License Detail -Contractors State License Board Page 1 of Contractor's License Detail for License # 824455 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. Per B&P 7071.17 , only construction related civil judgments reported to the CSLB are disclosed. Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. Business Information BLUE PACIFIC ENGINEERING & CONSTRUCTION 7330 OPPORTUNITY RD #J SAN DIEGO, CA 92111 Business Phone Number:(858) 956-1456 ~his license is current and active. I ~II information below should be reviewed. A-GENERAL ENGINEERING CONTRACTOR B-GENERAL BUILDING CONTRACTOR C27-LANDSCAPING C-8 -CONCRETE C10-ELECTRICAL Entity Sole Ownership Issue Date 09/18/2003 Expire Date 09/30/2017 License Status Classifications Bonding Information Contractor's Bond license filed a Contractor's Bond with TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA. Number: 1 03897030 Amount: $15,000 ffective Date: 01/01/2016 ontractor's Bond History Workers' Compensation .-~~~~------------------~-------~------~~------------------~-----------------------, tTl his license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number:9048240 1Effective Date: 03/01/2013 ·~xpire Date: 03/01/2016 Norkers' Compensation History ttm: ·I /www/c<:lh cr1. oov/On lineServices/CheckT jcenseTT/T jcenseDetail.asnx?T ,icNum=R24455 3/2/201 California Department oflndustrial Relations -Contact DIR Page 1 of 1 lil!llilllii I l&liii:RW I l!& Go to Search Home Labor Law Cai/OSHA.Safety & Health Workers' Camp Self Insurance Apprenticeship Director's Office Boards Public Works -·-····----·-·--- Public Works Contractor (PWC) Registration Search This is a listing of current and active PWC registrations pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720 of the California Labor Code.) Enter at least one search criteria to display active registered public works contractor(s) matching your selections. Registration Year: I Current Fiscal Ye-ar: 2015/16---g PWC Registration Number: Contractor Legal Name: Contractor License Lookup License Number: 1824455 County: ~~~~~.c:.~.?..:'~n.!Y. ______ El ~~~ Search Results One registered contractor found. Details Legal Name View BLUE PACIFIC ENGINEERING & CONSTRUCTION About DIR Who we are DIR Divisions, Boards & Commissions Contact DIR Reset Registration County Number 1000003217 SAN DIEGO Work with Us Licensing, registrations, certifications & permits Notification of activies Public Records Act Export as: Excel [ PDF Expiration Date 06/16/2015' 06/30/2016' v2.20160101 Learn More Site Map Frequently Asked Questions Jobs at DIR Conditions of Use i Privacy Policy i Disclaimer Disability accommodation Site Help Copyright© 2015 State of California https://efiling.dir.ca.gov/PWCR/Search.action 3/2/2016 him/her to enter into this Contract, excepting only those contained in this form of Contract and the papers made a part hereof by its terms; and 2. That this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair and without collusion or fraud. Accompanying this proposal is a Bid Bond for 10% (Cash, Certified Check, Bond or Cashier's Check) for ten percent (10%) of the amount bid. The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this Contract and continue to comply until the contract is complete. The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative to the general prevailing rate of wages for each craft or type of worker needed to execute the Contract and agrees to comply with its provisions. IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: (1) Name under which business is conducted ction (2) Signature (given and surname) of proprietor (3) Place of Business 7330 Opportunity Road, Suite J (Street and Number) City and State San Diego, CA (4) Zip Code _92_1_1_1 ______ Telephone No. _8_58_-_9_56_-_14_5_6 ________ _ (5) E-Mail selihu@bluepacificeng.com IF A PARTNERSHIP, SIGN HERE: (1) Name under which business is conducted. ________________ _ (2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner) (3) Place of Business-------~:-:-----:""::-:-----:----------- (Street and Number) City and State-------------------------- (4) Zip Code--------Telephone No.-------------- (5} E-Mail ___________________ _ ~~ •+' Revised 3/6/15 Contract No. 6608 Page 11 of 135 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On --~3""'-4---/_._t+/----'1'-"V'-----before me, _____ R_ic_h_a_rd_W_ill_ia_m_E.;<g_an_,,_N_o_ta_ry_,__P_u_b_lic ____ _ Date Here Insert Name and Title of the Officer personally appeared --------·""'".S..L..BLL.A-,_,_H.._.IZA'--"-"-'11.._.__E"""U~II-:...=.V ___________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be t~person~ whose name~)@afe ~scribed to the within instrument and ackno~dged to me that ~-sAettfl€y executed the same in ~-Rerftlwif'authorized capacityties), and that by~herftheirsignature(s) on the instrument the person~st. or the entity upon behalf of which the personts) acted, executed the instrument. r RICHARD WILLIAM EGAN 1 COMM. # 21274e3 m NOTMYPUBUC•CAUFORNIA ~ SAN DIEGO COUNTY ... My Comm. ~P· Sep~m_ber !0, 2mj .... 2 ~ 1 . Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature -"""7"""------''----'i / ------------------------------OPTIONAL----------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: __________________________ _ Document Date: __________________ Number of Pages: _____ _ Signer(s} Other Than Named Above: ------------------------ Capacity(ies) Claimed by Signer(s) Signer's Name: ___________ _ Signer's Name: ___________ _ 0 Corporate Officer -Title(s): ______ _ D Corporate Officer -Title(s): ______ _ D Partner -D Limited D General D Partner-D Limited D General D Individual D Attorney in Fact D Individual D Attorney in Fact D Trustee D Guardian or Conservator D Trustee D Guardian or Conservator D Other: ______________ _ D Other: _____________ _ Signer Is Representing: ________ _ Signer Is Representing: ________ _ IF A CORPORATION, SIGN HERE: (1) Name under which business is conducted----------------- (2) __________________________________________________ __ (Signature) (Title) Impress Corporate Seal here (3) Incorporated under the laws of the State of----------- (4) Place of Business (Street and Number} City and State _________________________ __ (5) Zip Code---------Telephone No. (6) E-Mail ___________________ _ NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED {'\ Ifill" Revised 3/6/15 Contract No. 6608 Page 12 of 135 Pages List below names of president, vice president, secretary and assistant secretary, if a corporation; if a partnership, list names of all general partners, and managing partners: l'\ • ., Revised 3/6/15 Contract No. 6608 Page 13 of 135 Pages BID SECURITY FORM (Check to Accompany Bid) NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 (NOTE: The following form shall be used if check accompanies bid.) Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF ------------------------dollars($ , this amount being ten .percent (1 0%) of the total amount of the bid. The proceeds of this check shall become the property of the City provided this proposal shall be accepted by the City through action of its legally constituted contracting authorities and the undersigned shall fail to execute a contract and furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage within the stipulated time; otherwise, the check shall be returned to the undersigned. The proceeds of this check shall also become the property of the City if the undersigned shall withdraw his or her bid within the period of fifteen (15) days after the date set for the opening thereof, unless otherwise required by law, and notwithstanding the award of the contract to another bidder. BIDDER *Delete the inapplicable word. (NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be executed--the sum of this bond shall be not less than ten percent (1 0%) of the total amount of the bid.) {'\ •+' Revised 3/6/15 Contract No. 6608 Page 14 of 135 Pages BIDDER'S BOND TO ACCOMPANY PROPOSAL NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 I<NOW ALL PERSONS BY THESE PRESENTS: NORTH AMERICAN BLUE PACIFIC That We, SPECIALTY INSURANCE COMPANY • as Principal, and ENGINEERING & CONSTRUCTION , .~s Surety are he!d and fin11fy bound unto the C~y of Carlsbad, California, 1n an amount as follows: (mJ.!St be at (e3S~ f~n percent (1Qo/q) Of fhe bid t:)mOUnf) TENPERCENTOFGREATERAMOUNTBID fQrWhfCh pq~yment, weH anq truly made, we b!nd ourselves, our heirs, executors and administrators, successors or assfgns, Jointly and severafly, tirmly by these present$. THE CONDITION OF THE ·fOREGOiNG OSUGATION IS .SUCH that 'if the proposal of 'the above- bounden PrtncipaL for. NORTHWEST QUADRANT STORM DRAIN PR.OGRAM (ROOSEVELT NORTH} CONTRACT N0.6608 in the City of Carlsbad, ls accepted by the City Council, and If the Principal shall ,duly enter into and execute a Contract: Including required bonds and Insurance policies wlth!n t\verity (20) days from the tlate of a\'ifaic! of Contra~ by the City· Council of tlie Cfty of Catlabad, being duly notified of said awl'! rd., then, this obUgation ~hall become null and void; otherw!se 1 it shalt be and remain In full force and effect, and the amount spacffied herein shall be forteited to the said City. *.' .. t. ~ " . . :. . .,. -.. Q ReVised 316/15 Page 15 of 1~9· Pages ln the event Principal executed this bond SIS an lnd!vldual, it is agreed that the death of Principal shall not exonerate the Surety from ~~ obligatlons under this bond. Exectlted by PRINCIPAL thls 26TH day or ___ F_E._BR..;.;U;_A_R_Y __ __;, 20,J.L... BLUE PACIFI (pr1nt name here) OWNF-P"- (Title and br~anizatlon of Signatory) By;~--~~-----------------(sign here) (print ha.me here) (title and organization of signatory) Exe~ted by SURETY thts 26TH day of FEBRUARY , 20 16 • SURETY: NORTH AMERICAN SPECIALTY INSURANCE COMPANY (name of Surety) 6 HUTTON CENTRE DRIVE, SUITE 850 SANTA ANA, CA 92707 (address of Surt:!tY) 714/550-7799 {tel·ep.h.,_o_n_e_n_:u_m-:-b-er_o_f...,.S-ur_e_ty-:-) ~---- By: ::w;~ '1.,, lcf.~ (slgnat1.1re of Ati61T\ey-in-Fact) MICHELLE M. BASUIL, ATTORNEY-IN-FACT {priot!Sid name of Attorney-In-Fact) (Attach eorporate resol.utfon showing current power of .attorney,) (Proper notarfal.acknawlec!gment ¢f execution by PRINCIPAL and SURETY must be attached,) {President or vice-president and :Secretary or assiswnt ·secretary must .slgn for corporations. If only one officer srgn.s, 'the corporation must attach ia resolution ce.rtlfled by the .secretary or assfatant secretary under corporate seal .empowering that officer to blnd the corporation.). APPROVED AS TO FOR.M: :Ct::UAA BREWER City Attorney By;~~----~--~----------------------~ Deputy City Attorney ft t.~ R.evfsed 3/6/15 Corrtr?ct No • .§®§. ?age i6 ofi35 Pages CALIFORNIA ALLwPURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On ------=:~>-+/+[1-/;+f-tt:::WL----before me, ____ R_i-'-ch-'-a-'-r_d -'-W.:..:i.:..:...lli_::_cam-'--'-E_,g'-"-a-'-n'--, N_o __ t_ar-"'-y_P_u_b_lic-=------l[;~te Here Insert Name and Title of the Officer personally appeared _____ __,.,5.41/.-I-!'A:uH'-"-t<A~"-"M:::...o_---'E=t.lo£..!..._1L...JH41t/._ __ -'--_______ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)Wafe--~scribed to the within instrument and ackno~dged to me that @'-sAe!tf:tey executed the same in ~flerl#teirauthorized capacityEies}, and that by~herfttreirsignature(s} on the instrument the person(st, or the entity upon behalf of which the person~) acted, executed the instrument. .. RicH1Rb WilLIAM eGAN 1 COMM. # 2127463 Gl NOTARY PUBUC•tAUFOI!NIA ~ SAN DIEGO COUNTY .... My som,!'l· Exp. Sep!ember 20, 20191 Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct . ------------------------------OPTIONAL----------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ___________________________ _ Document Date: ___________________ Number of Pages: _____ _ Signer(s) Other Than Named Above: ----------'---------------- Capacity(ies) Claimed by Signer(s) Signer's Name:-------------Signer's Name:------------- 0 Corporate Officer -Title(s): ______ _ 0 Corporate Officer -Title(s): ______ _ 0 Partner - 0 Limited fJ General 0 Partner-0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Trustee C Guardian or Conservator Other: ______________ _ 0 Other: ___________________ ___ Signer Is Representing: _________ _ Signer Is Representing: _________ _ CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 • A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of SAN DIEGO On -~02=/:=:26:::.:../=.:20::...:1..::::c6 ____ before me, __ J_I_S_SE_L_L_E_M_A_R_I_E_S_A_N_C_H_E_Z..:..., _N_O_T_A_R_Y_P_U_B_L_IC __ Date Here Insert Name and Title of the Officer personally appeared ___________ M_IC_H_E_LL_E_M_. _B_A_S_U_IL __________ _ Name(s.) of Signer(&) who proved to me on the basis of satisfactory evidence to be the person~ whose name(s-) is/-are subscribed to the within instrument and acknowledged to me that $/she/~ executed the same in ftis/her/~ authorized capacity~, and that by Ris/herAAeir signature~ on the instrument the person~, or the entity upon behalf of which the person(&) acted, executed the instrument. Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ____ ~+-~L.b~¥Jlxru~'-""'f_/~""-/ ___ _ S~OtarY~ ----------------------------oPTIONAL---------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: -------- Number of Pages: Signer(s) Other Than Named Above: ------------- Capacity(ies) Claimed by Signer(s) Signer's Name: MICHELLE M. BASUIL 0 Corporate Officer -Title(s): ______ _ 0 Partner -0 Limited 0 General 0 Individual IZJ Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other:---------------Signer Is Representing: ________ _ Signer's Name:------------ 0 Corporate Officer -Title(s): ______ _ 0 Partner -0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: -------------- Signer Is Representing: --------- • ©2014 National Notary Association • www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: JOHN G. MALONEY, HELEN MALONEY, MICHELLE M. BASUIL, and MARK D. IATAROLA JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 91h of May, 2012: "RESOLVED, that any two ofthe Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." ~a/ B /)4.~~--·· y~~~~~~~~~~~~~~--~~--Steven P. Anderson, Senior Vice President of Washington International Insurance Company & Senior Vice President of North American Specialty Insurance Company By Michael A. Ito,==v.;;;;-,;=""';;rt"""~T.;;f-r;;-t.~=o;nn;;;;sc;;,mo;;.an;;;c;;;-e-r;;;omrup>o:an;;;y;- & Senior Vice President of N01ih Amelican Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 17th day of September 20 ..!2__. State of Illinois County of Cook ss: North American Specialty Insurance Company Washington International Insurance Company On this 17th day of September , 20..!2_, before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A. Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL M KENNY NOTARY PUBLIC. STATE Of ILLINOIS MY COMMISSION EXPIRES i 2104/2017 ~IJ. Kenny, Not<::u-y Publk~ I, Jeffrey Goldberg , the duly elected Assistant Secretarv of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 26th day of FEBRUARY , 20 16 . Jeffrey Goldberg, Vice President & Assistant Secretary of Washington lntemational Insurance Company & North American Specialty Insurance Company Company Profile Company Profile Company Search Company Information Old Company Names Agent for Service Reference Information NAIC Group List Lines of Business Workers' Compensation Complaint and Request for Action/ Appeals Contact Information Financial Statements PDF's Annual Statements Quarterly Statements Company Complaint Company Performance & Comparison Data Company Enforcement Action Composite Complaints Studies Additional Info Find A Company Representative In Your Area View Financial Disclaimer COMPANY PROFILE Company Information NORTH AMERICAN SPECIALTY INSURANCE COMPANY 650 ElM STREET, 6TH FLOOR MANCHESTER, NH 03101-2524 Old Company Names Agent For Service Vivian Imperial 818 WEST SEVENTH STREET SUITE 930 LOS ANGELES CA 90017 Reference Information I NAIC #: I California Company ID #: I Date Authorized in California: Effective Date 1129874 I 113208-6 I 1106/30/1989 I I License Status: II UNLIMITED-NORMAL I I Company Type: Jl Property & Casualty I I State of Domicile: II NEW HAMPSHIRE I back to top NAIC Group List NAIC Group#: 0181 SWISS RE GRP Lines Of Business The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY DISABILITY FIRE LIABILITY MARINE PLATE GLASS SPRINKLER SURETY WORKERS' COMPENSATION back to top © 2008 California Department of Insurance Page 1 of 1 https://interactive.web.insurance.ca.gov/companyprofile/companyprofile?event=companyPr... 3/2/2016 GUIDE FOR COMPLETING THE "DESIGNATION OF SUBCONTRACTORS" FORM REFERENCES Prior to preparation of the following "Subcontractor Disclosure Form" Bidders are urged to review the definitions in section 1-2 of the General Provisions to this Contract, especially, "Bid", "Bidder", "Contract", "Contractor", "Contract Price", "Contract Unit Price", "Engineer", "Own Organization", "Subcontractor'', and "Work". Bidders are further urged to review sections 2-3 SUBCONTRACTS of the General Provisions. CAUTIONS This form will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the bid as non-responsive. Any bid that proposes performance of more than 50 percent of the work by subcontractors or otherwise to be performed by forces other than the Bidder's own organization will be rejected as non-responsive. Specialty items of work that may be so designated by the Engineer on the "Contractor's Proposal" are not included in computing the percentage of work proposed to be performed by the Bidder. INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor whom the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor licensed as a contractor by the State of California whom the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in excess of one-half of one percent (0.5%) of the Bidder's total bid or, in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%} or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer. The Designation of Subcontractors form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of work, as shown on the plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor-installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor installing said item. When a Subcontractor has a Carlsbad business license, the number must be entered on the proper form. If the Subcontractor does not have a valid business license, enter "NONE" in the appropriate space. When the Bidder proposes using a Subcontractor to construct or install less than 1 00 percent of a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The explanation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces. Determination of the subcontract amounts for purposes of award of the contract' shall be determined by the City Council in conformance with the provisions of the contract documents and the various supplemental provisions. The decision of the City Council shall be final. Contractor is prohibited from performing any work on this project with a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or 1777.7. {'\ -~ Revised 3/6/15 Contract No. 6608 Page 17 of 135 Pages Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. {"\ • ., Revised 3/6/15 Contract No. 6608 Page 18 of 135 Pages DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 41 00 et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid, or in the case of bids or offers for construction of.streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. SUBCONTRACTOR'S BID iTEMS Subcontractor's license No. and Amount of Work Subcontractor Name and DIR Registration by Subcontractor Portion of Work location of Business No. in Dollars* Bid Items II I2 I5 Solid Structures Inc; 75879I $26,IOO.OO I6 I7 18 P.O. Box 848, La Mesa, CA 9I944 10000I5IOO Bid Item 2I Statewide Stripes Inc. 788286 $3,000.00 P.O. Box 6007IO I000001334 San Diego CA 92I60-07IO Page _I_ of _I_ pages of this Subcontractor Designation form * Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids." Revised 3/6/15 Contract No. 6608 Page 19 of 135 Pages BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 The Bidder is required to state what work of a similar character to that included in the proposed Contract he/she has successfully performed and give references, with telephone numbers, which will enable the City to judge his/her responsibility, experience and skilL An attachment can be used. Date Contract Name and Address of Name and Phone No. Amount of Completed the Employer of Person to Contract Type of Work Contract 2013 City of San Diego Clementina Giordano 46th Street Slope 324,171.00 Work Perform d in a Conservation Ease nent (619) 533-3481 L-12-5025-DBB *'"' .c .. n n . LUl ~b lVl 1 Ullll ""6 2013 City of Poway Melody Rocco Rattlesnake Canyon 289 932.09 Land in Ecolog ical Preserve 858-668-4622 SEE OTHER PROJECTS ATTACHEI ON NEXT SHEET - Revised 3/6/15 Contract No. 6608 Page 20 of 135 Pages Year 2014 2011 2011 2013 2013 2013 2013 2013 2013 2013 2013 2013 2011 2011 2013 2010 2013 2013 2013 2014 2013 Blue Pacific Engineering & Construction List of Projects Project Name and Value of Location of Project For Whom Performed and Description of Work Work Duration Phone Number to Contact for Work Performed (Months) Verification Annual Main Line $590,400 Imperial Beach 4 City of Imperial Beach Repairs by Microtunneling Bird Rock $137,938 San Diego 3 City of San Diego (Concrete Sea Wall) Jamal Hanna 858-627-3200 Carmel Country Road $68,700 San Diego 3 City of San Diego (Medians) Igor Levin, 858-3200 Del Mar Shores $966,666.33 Solana Beach 9 City of Solana Beach Accessway Dan Goldberg. 858-720-2474 Drought Tolerant $658,000 Grossmont 5 Grossmont/Cuyamaca Community College Landscaping Ph II College District Don Kramer, 858-342-7547 Fuerte Drive Slope $400,127 La Mesa 3 County of San Diego Repairs Adolfo Cacho, 619-306-8165 Harbinson Avenue $89,740 La Mesa 3 City of La Mesa Traffic Calming Dirk Epperson, 619-667-1152 Horizontal $465,200 Mesa College 3 San Diego Community College Directional Drilling District Sewer Line Mike Clark, 858-569-0465 Inlet Replacement $25,200 El Cajon 1 City ofEl Cajon Hillsview Duane Jackson, 619-441-1715 K Street Pedestrian $179,429 Encinitas 2 City of Encinitas Improvements Stephanie Kellar, 760-633-2839 Marshall Middle $55,460.35 Marshall 2 San Diego Unified School District School -Stairs & Rail Middle School Shannon Young 858-357-6502 syoung@sandi.net Montiel Park $436,900 San Marcos 5 City of San Marcos Enhancement Perryn White, 619-85 0-3 851 Morena Boulevard $218,586.50 San Diego 3 City of San Diego Sidewalk Nick Manansala, 858-495-4728 Orange Avenue & $88,441 City Heights 4 City of San Diego 43rd (PCC Flatwork) Renata Schaffer, Pervious Concrete at $12,384 Del Mar <1 Michael Tomer, 619-443-0753 7th Avenue Public Training $14,280 Point Lorna <1 City of San Diego Building Scott Fuller, 619-531-2704 Raspy Grower $115,786.76 Encinitas 2 City of Encinitas Turnaround Stephanie Kellar, 760-633-2839 Rattlesnake Creek $298,932.09 Poway 6 City of Poway Stream bank Melody Rocco, 858-668-4622 Stabilization (Landscape) Sewer Rehabilitation $410,350 Chula Vista 5 City of Chula Vista Mike Schedline, 619-397-6000 Undergrounding $914.277.90 Encinitas 3 City of Encinitas, Santa Fe Drive Stephanie Kellar, 760-633-2839 Wintergreen Drive $63,242 Carlsbad 3 City of Carlsbad Improvements Robert Slempa, 760-802-8779 (Concrete) BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION (To Accompany Proposal) NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVElT NORTH) CONTRACT N0.6608 As a required part of the Bidder's proposal the Bidder must attach either of the following to this page. 1) Certificates of insurance showing conformance with the requirements herein for each of: D Comprehensive Genera! Liability D Automobile Liability D Workers Compensation D Employer's Liability 2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer's Liability in conformance with the requirements herein and Certificates of insurance to the Agency showing conformance with the requirements herein. All certificates of insurance and statements of willingness to issue insurance for auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated in The Notice Inviting Bids and the General Provisions for this project for each insurance company that the Contractor proposes. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. l'\ ~4V Revised 3/6/15 Contract No. 6608 Page 21 of 135 Pages I ACORD® CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DD/YYYY) ~ 05/04/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER LIC #0525512 1-619-464-6851 CONTACT NAME: Teague Insurance Agency Inc. rlJgN Jo Ext1; 619-464-6851 I FAX lAIC No): 619-668-4715 4700 Spring Street E-MAIL info@teagueins.com ADDRESS: 4th Floor La Mesa, CA 91942 INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: LANDMARK AMER INS CO 33138 INSURED INSURER B: HARTFORD ACCIDENT & IND CO 22357 Shahram Elihu DBA: Blue SCOTTSDALE INS CO 41297 Pacific Engineering & Construction INSURERC: 7330 Opportunity Road Ste J INSURER D: STATE COMPENSATION INS FUND 35076 San Diego, CA 92111 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER· 46807117 REVISION NUMBER· THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ~~~~i ~~~ ~~~)-J%~) lt~g)-J%~) LIMITS LTR POLICY NUMBER A GENERAL LIABILITY X LHA138419 08/20/15 08/20/16 EACH OCCURRENCE $1,000,000 -~~~~~~J9E~~~!?ence) X PMMERCIAL GENERAL LIABILITY $50,000 - CLAIMS-MADE 0 OCCUR -MED EXP (Any one person) $ 5' 000 X Per Project Aggregate PERSONAL & ADV INJURY $1,000,000 - GENERAL AGGREGATE $2,000,000 - GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2' 000. 000 1 POLICY lxl j:g-r n LOC $ AUTOMOBILE LIABILITY X 72UECPE7854 04/19/16 04/19/17 fE~~~~~~~tf1NGLE LIMIT $1,000,000 - ANY AUTO BODILY INJURY (Per person) $ -ALL OWNED ,-----SCHEDULED AUTOS X AUTOS BODILY INJURY (Per accident) $ -I--X X NON-OWNED rp~~~~c~d:~gAMAGE $ HIRED AUTOS AUTOS -I--$ c UMBRELLA LIAB M OCCUR XLS0097680 08/20/1 08/20/16 EACH OCCURRENCE $5,000,000 - EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X I RETENTION $ 0 $ D WORKERS COMPENSATION 9048240 03/01/lE 03/01/17 X I WCSTATU-.1 lOTH- AND EMPLOYERS' LIABILITY TORY LIMITS ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE D E.L. EACH ACCIDENT $ 1, 000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L. DISEASE-EA EMPLOYEE $ 1,000,000 If yes, describe under E.L. DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: Northwest Quadrant Storm Drain Program (Roosevelt North) Bid No. PWS16-67TRAN, Project No.6608 The City of Carlsbad, its officials, employees and volunteers are included, when required by written contract, as additional insured for ongoing & completed operations with primary non-contributory language with respects to the general liability, and as additional insured with respects to the auto liability, per attached forms. CERTIFICATE HOLDER City of Carlsbad CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ,35 Faradawy Avenue ~Carlsbad, 1 cA 92008 USA AUTHORIZED REPRESENTATIVE ~~,_ © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD vanes sa 46807117 Policy Number: LHA138419 COMMERCIAL GENERAL LIABILITY CG 20 01 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY- OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 0413 ©Insurance Services Office, Inc., 2012 Page 1 of 1 LANDMARK AMERICAN INSURANCE COMPANY This Endorsement Changes The Policy. Please Read It Carefully. ADDITIONAL INSURED BLANKET-YOUR WORK This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE !Name of Person or Organizati~~; iA~Y person or organization to whom or to which you are oblig~ted by virtue · 'of a written contract or by the issuance or existence of a written permit, to provide insurance such as is afforded by this policy. SECTION II -WHO IS AN INSURED is amended to include as an additional insured the person(s) or organization(s) shown in the SCHEDULE, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations; and/or "your work" defined for the additional insured(s) designated above included in the "products-completed operations hazard". This endorsement effective 8/20/2015 forms part of Policy Number LHA138419 issued to Blue Pacific Engineering and Construction by Landmark American Insurance Company RSG 15017 0615 Includes copyrighted material of Insurance Services Office, Inc. 1984 with its permission Policy# 72UECPE7854 COMMERCIAL AUTOMOBILE HA 9916 0312 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM To the extent that the provisions of this endorsement provide broader benefits to the "insured" than other provisions of the Coverage Form, the provisions of this endorsement apply. 1. BROAD FORM INSURED A. Subsidiaries and Newly Acquired or Formed Organizations The Named Insured shown in the Declarations is amended to include: (1) Any legal business entity other than a partnership or joint venture, formed as a subsidiary in which you have an ownership interest of more than 50% on the effective date of the Coverage Form. However, the Named Insured does not include any subsidiary that is an "insured" under any other automobile policy or would be an "insured" under such a policy but for its termination or the exhaustion of its Limit of Insurance. (2) Any organization that is acquired or formed by you and over which you maintain majority ownership. However, the Named Insured does not include any newly formed or acquired organization: (a) That is a partnership or joint venture, (b) That is an "insured" under any other policy, (c) That has exhausted its Limit of Insurance under any other policy, or (d) 180 days or more after its acquisition or formation by you, unless you have given us notice of the acquisition or formation. Coverage does not apply to "bodily injury" or "property damage" that results from an "accident" that occurred before you formed or acquired the organization. B. Employees as Insureds Paragraph A.1. -WHO IS AN INSURED -of SECTION II -LIABILITY COVERAGE is amended to add: d. Any "employee" of yours while using a covered "auto" you don't own, hire or borrow in your business or your personal affairs. C. Lessors as Insureds Paragraph A.1.-WHO IS AN INSURED-of Section II -Liability Coverage is amended to add: e. The lessor of a covered "auto" while the "auto" is leased to you under a written agreement if: (1) The agreement requires you to provide direct primary insurance for the lessor and (2) The "auto" is leased without a driver. Such a leased "auto" will be considered a covered "auto" you own and not a covered "auto" you hire. D. Additional Insured if Required by Contract (1) Paragraph A.1.-WHO IS AN INSURED -of Section II -Liability Coverage is amended to add: f. When you have agreed, in a written contract or written agreement, that a person or organization be added as an additional insured on your business auto policy, such person or organization is an "insured", but only to the extent such person or organization is liable for "bodily injury" or "property damage" caused by the conduct of an "insured" under paragraphs a. or b. of Who Is An Insured with regard to the ownership, maintenance or use of a covered "auto." Form HA 9916 0312 © 2011, The Hartford (Includes copyrighted material of ISO Properties, Inc., with its permission.) Page 1 of 5 The insurance afforded to any such additional insured applies only if the "bodily injury" or "property damage" occurs: (1) During the policy period, and (2) Subsequent to the execution of such written contract, and (3) Prior to the expiration of the period of time that the written contract requires such insurance be provided to the additional insured. (2) How Limits Apply If you have agreed in a written contract or written agreement that another person or organization be added as an additional insured on your policy, the most we will pay on behalf of such additional insured is the lesser of: (a) The limits of insurance specified in the written contract or written agreement; or (b) The Limits of Insurance shown in the Declarations. Such amount shall be a part of and not in addition to Limits of Insurance shown in the Declarations and described in this Section. (3) Additional Insureds Other Insurance If we cover a claim or "suit" under this Coverage Part that may also be covered by other insurance available to an additional insured, such additional insured must submit such claim or "suit" to the other insurer for defense and indemnity. However, this provision does not apply to the extent that you have agreed in a written contract or written agreement that this insurance is primary and non- contributory with the additional insured's own insurance. (4) Duties in The Event Of Accident, Claim, Suit or Loss If you have agreed in a written contract or written agreement that another person or organization be added as an additional insured on your policy, the additional insured shall be required to comply with the provisions in LOSS CONDITIONS 2. -DUTIES IN THE EVENT OF ACCIDENT, CLAIM , SUIT OR LOSS -OF SECTION IV - BUSINESS AUTO CONDITIONS, in the same manner as the Named Insured. E. Primary and Non-Contributory if Required by Contract Only with respect to insurance provided to an additional insured in 1.D. -Additional Insured If Required by Contract, the following provisions apply: (3) Primary Insurance When Required By Contract This insurance is primary if you have agreed in a written contract or written agreement that this insurance be primary. If other insurance is also primary, we will share with all that other insurance by the method described in Other Insurance 5.d. (4) Primary And Non-Contributory To Other Insurance When Required By Contract If you have agreed in a written contract or written agreement that this insurance is primary and non-contributory with the additional insured's own insurance, this insurance is primary and we will not seek contribution from that other insurance. Paragraphs (3) and (4) do not apply to other insurance to which the additional insured has been added as an additional insured. When this insurance is excess, we will have no duty to defend the insured against any "suit" if any other insurer has a duty to defend the insured against that "suit". If no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. When this insurance is excess over other insurance, we will pay only our share of the amount of the loss, if any, that exceeds the sum of: (1) The total amount that all such other insurance would pay for the loss in the absence of this insurance; and (2) The total of all deductible and self-insured amounts under all that other insurance. We will share the remaining loss, if any, by the method described in Other Insurance 5.d. 2. AUTOS RENTED BY EMPLOYEES Any "auto" hired or rented by your "employee" on your behalf and at your direction will be considered an "auto" you hire. The OTHER INSURANCE Condition is amended by adding the following: Form HA 9916 0312 © 2011, The Hartford (Includes copyrighted material of ISO Properties, Inc., with its permission.) Page 2 of 5 If an "employee's" personal insurance also applies on an excess basis to a covered "auto" hired or rented by your "employee" on your behalf and at your direction, this insurance will be primary to the "employee's" personal insurance. 3. AMENDED FELLOW EMPLOYEE EXCLUSION EXCLUSION 5. -FELLOW EMPLOYEE -of SECTION II -LIABILITY COVERAGE does not apply if you have workers' compensation insurance in-force covering all of your "employees". Coverage is excess over any other collectible insurance. 4. HIRED AUTO PHYSICAL DAMAGE COVERAGE If hired "autos" are covered "autos" for Liability Coverage and if Comprehensive, Specified Causes of Loss, or Collision coverages are provided under this Coverage Form for any "auto" you own, then the Physical Damage Coverages provided are extended to "autos" you hire or borrow, subject to the following limit. The most we will pay for "loss" to any hired "auto" is: (1) $1 00,000; (2) The actual cash value of the damaged or stolen property at the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property, whichever is smallest, minus a deductible. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. No deductible applies to "loss" caused by fire or lightning. Hired Auto Physical Damage coverage is excess over any other collectible insurance. Subject to the above limit, deductible and excess provisions, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. We will also cover loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss, subject to a maximum of $1000 per "accident"_ This extension of coverage does not apply to any "auto" you hire or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. 5. PHYSICAL DAMAGE ADDITIONAL TEMPORARY TRANSPORTATION EXPENSE COVERAGE Paragraph A4.a. of SECTION Ill -PHYSICAL DAMAGE COVERAGE is amended to provide a limit of $50 per day and a maximum limit of $1,000. 6. LOAN/LEASE GAP COVERAGE Under SECTION Ill -PHYSICAL DAMAGE COVERAGE, in the event of a total "loss" to a covered "auto", we will pay your additional legal obligation for any difference between the actual cash value of the "auto" at the time of the "loss" and the "outstanding balance" of the loan/lease. "Outstanding balance" means the amount you owe on the loan/lease at the time of "loss" less any amounts representing taxes; overdue payments; penalties, interest or charges resulting from overdue payments; additional mileage charges; excess wear and tear charges; lease termination fees; security deposits not returned by the lessor; costs for extended warranties, credit life Insurance, health, accident or disability insurance purchased with the loan or lease; and carry-over balances from previous loans or leases. 7. AIRBAG COVERAGE Under Paragraph B. EXCLUSIONS -of SECTION Ill PHYSICAL DAMAGE COVERAGE, the following is added: The exclusion relating to mechanical breakdown does not apply to the accidental discharge of an airbag. 8. ELECTRONIC EQUIPMENT -BROADENED COVERAGE a. The exceptions to Paragraphs B.4 EXCLUSIONS-of SECTION Ill-PHYSICAL DAMAGE COVERAGE are replaced by the following: Exclusions 4.c. and 4.d. do not apply to equipment designed to be operated solely by use of the power from the "auto's" electrical system that, at the time of "loss", is: (1) Permanently installed in or upon the covered "auto"; (2) Removable from a housing unit which is permanently installed in or upon the covered "auto"; (3) An integral part of the same unit housing any electronic equipment described in Paragraphs (1) and (2) above; or Form HA 9916 0312 © 2011, The Hartford (Includes copyrighted material of ISO Properties, Inc., with its permission.) Page 3 of 5 (4) Necessary for the normal operation of the covered "auto" or the monitoring of the covered "auto's" operating system. b.Section Ill -Version CA 00 01 03 10 of the Business Auto Coverage Form, Physical Damage Coverage, Limit of Insurance, Paragraph C.2 and Version CA 00 01 10 01 of the Business Auto Coverage Form, Physical Damage Coverage, Limit of Insurance, Paragraph C are each amended to add the following: $1,500 is the most we will pay for "loss" in any one "accident" to all electronic equipment (other than equipment designed solely for the reproduction of sound, and accessories used with such equipment) that reproduces, receives or transmits audio, visual or data signals which, at the time of "loss", is: (1) Permanently installed in or upon the covered "auto" in a housing, opening or other location that is not normally used by the "auto" manufacturer for the installation of such equipment; (2) Removable from a permanently installed housing unit as described in Paragraph 2.a. above or is an integral part of that equipment; or (3) An integral part of such equipment. c. For each covered "auto", should loss be limited to electronic equipment only, our obligation to pay for, repair, return or replace damaged or stolen electronic equipment will be reduced by the applicable deductible shown in the Declarations, or $250, whichever deductible is less. 9. EXTRA EXPENSE BROADENED COVERAGE Under Paragraph A -COVERAGE -of SECTION Ill -PHYSICAL DAMAGE COVERAGE, we will pay for the expense of returning a stolen covered "auto" to you. 10. GLASS REPAIR-WAIVER OF DEDUCTIBLE Under Paragraph D.-DEDUCTIBLE-of SECTION Ill -PHYSICAL DAMAGE COVERAGE, the following is added: No deductible applies to glass damage if the glass is repaired rather than replaced. 11. TWO OR MORE DEDUCTIBLES Under Paragraph D. -DEDUCT! BLE -of SECTION Ill -PHYSICAL DAMAGE COVERAGE, the following is added: If another Hartford Financial Services Group, Inc. company policy or coverage form that is not an automobile policy or coverage form applies to the same "accident", the following applies: (1) If the deductible under this Business Auto Coverage Form is the smaller (or smallest) deductible, it will be waived; (2) If the deductible under this Business Auto Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. 12. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS The requirement in LOSS CONDITIONS 2.a. - DUTIES IN THE EVENT OF ACCIDENT,CLAIM, SUIT OR LOSS -of SECTION IV -BUSINESS AUTO CONDITIONS that you must notify us of an "accident" applies only when the "accident" is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) A member, if you are a limited liability company; or (4) An executive officer or insurance manager, if you are a corporation. 13. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. 14. HIRED AUTO-COVERAGE TERRITORY Paragraph e. of GENERAL CONDITIONS 7. - POLICY PERIOD, COVERAGE TERRITORY - of SECTION IV BUSINESS AUTO CONDITIONS is replaced by the following: e. For short-term hired "autos", the coverage territory with respect to Liability Coverage is anywhere in the world provided that if the "insured's" responsibility to pay damages for "bodily injury" or "property damage" is determined in a "suit," the "suit" is brought in the United States of America, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. 15. WAIVER OF SUBROGATION TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US-of SECTION IV- BUSINESS AUTO CONDITIONS is amended by adding the following: Form HA 9916 0312 © 2011, The Hartford (Includes copyrighted material of ISO Properties, Inc., with its permission.) Page 4 of 5 We waive any right of recovery we may have against any person or organization with whom you have a written contract that requires such waiver because of payments we make for damages under this Coverage Form. 16. RESULTANT MENTAL ANGUISH COVERAGE The definition of "bodily injury" in SECTION V- DEFINITIONS is replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by any person, including mental anguish or death resulting from any of these. 17. EXTENDED CANCELLATION CONDITION Paragraph 2. of the COMMON POLICY CONDITIONS -CANCELLATION -applies except as follows: If we cancel for any reason other than nonpayment of premium, we will mail or deliver to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. 18. HYBRID, ELECTRIC, OR NATURAL GAS VEHICLE PAYMENT COVERAGE In the event of a total loss to a "non-hybrid" auto for which Comprehensive, Specified Causes of Loss, or Collision coverages are provided under this Coverage Form, then such Physical Damage Coverages are amended as follows: a. If the auto is replaced with a "hybrid" auto or an auto powered solely by electricity or natural gas, we will pay an additional 1 0%, to a maximum of $2,500, of the "non-hybrid" auto's actual cash value or replacement cost, whichever is less, b. The auto must be replaced and a copy of a bill of sale or new lease agreement received by us within 60 calendar days of the date of "loss," c. Regardless of the number of autos deemed a total loss, the most we will pay under this Hybrid, Electric, or Natural Gas Vehicle Payment Coverage provision for any one "loss" is $10,000. For the purposes of the coverage provision, a.A "non-hybrid" auto is defined as an auto that uses only an internal combustion engine to move the auto but does not include autos powered solely by electricity or natural gas. b.A "hybrid" auto is defined as an auto with an internal combustion engine and one or more electric motors; and that uses the internal combustion engine and one or more electric motors to move the auto, or the internal combustion engine to charge one or more electric motors, which move the auto. 19. VEHICLE WRAP COVERAGE In the event of a total loss to an "auto" for which Comprehensive, Specified Causes of Loss, or Collision coverages are provided under this Coverage Form, then such Physical Damage Coverages are amended to add the following: In addition to the actual cash value of the "auto", we will pay up to $1,000 for vinyl vehicle wraps which are displayed on the covered "auto" at the time of total loss. Regardless of the number of autos deemed a total loss, the most we will pay under this Vehicle Wrap Coverage provision for any one "loss" is $5,000. For purposes of this coverage provision, signs or other graphics painted or magnetically affixed to the vehicle are not considered vehicle wraps. Form HA 9916 0312 © 2011, The Hartford (Includes copyrighted material of ISO Properties, Inc., with its permission.) Page 5 of 5 TEAGUE INSURANCE AGENCY INC. February 29, 2016 Re: Northwest Quadrant Storm Drain Program (Roosevelt North) Contract NO. 6608 To whom it may concern, We are the current insurance broker for Blue Pacific Engineering & Construction. Their insurance currently meets all requirements for the above mentioned project, with the exception of the admitted status of their general liability carrier. If needed, upon award oft his bid, their genera I liability coverage can be placed with an admitted carrier. Sincerely, Tom Geisbush Account Executive k ~ted Choice'" ---------------- 4700 Spl'ing Street • Fomth Floor • La Mesa, CA 91942-0275 • Main: (619) 464-6851 • Fax: (619) 668-4715 www.teagueins.com • License #0525512 • Established 1954 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. ACKNOWLEDGMENT ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• _,.,""""'"---'-....l...o<""--""rr"'------J} SS. , befoTO~~~l£1trw On Notary Public, pers ------------------------------------------------------------.~---· who proved to me on the basis of satisfactory evidence to be the person {.sf whose name(9¥ is/are' subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/!<l®r/thelf> authorized capacity~ and that by his/llerLt.l::l.@ir signatureses} on the instrument the person(.gf. or the entity upon behalf of which the perso~) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. DAWN AUGUSTINE I commission No. 2013307 2 NOTARYPUBLIC·CALIFORNIA '?! SAN DIEGO COUNTY Cornn\iS$iOII ~March 18, 2017 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language Type of Satisfactory Evidence: OPTIONAL INFORMATION __ Personally Known with Paper Identification __ Paper Identification __ Credible Witness(es) Capacity of Signer: Trustee __ Power of Attorney CEO I CFO I COO __ President I Vice-President I Secretary I Treasurer Other: --------------- Other Information: Thumbprint of Signer D Check here if no thumbprint or fingerprint is available. -------------------------------------- J_~ 2008 Allstat(l Notary Preparation, Inc. -(800) 689-8456 -WV1tW. alista!enotary.con• BIDDER'S STATEMENT RE DEBARMENT (To Accompany Proposal) NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in the State of California? X yes no 2) If yes, what was/were the name(s) of the agency(ies) and what was/were the period(s) of debarment(s)? Attach additional copies of this page to accommodate more than two debarments. party debarred party debarred agency agency period of debarment period of debarment BY CONTRACTOR: nstruction Shahram Elihu, Owner (print name/title) Page _1 _ of _1 _ pages of this Re Debarment form Revised 3/6/15 Contract No. 6608 Page 22 of 135 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors' State License board, P.O. Box 26000, Sacramento, California 95826. 1) Have you ever had your contractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? X yes no 2) Has the suspension or revocation of your contractor's license ever been stayed? X yes no 3) Have any subcontractors that you propose to perform any portion of the Work ever had their contractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? X yes no 4) Has the suspension or revocation of the license of any subcontractor's that you propose to perform any portion of the Work ever been stayed? X yes no 5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of the violation and the disciplinary action taken therefore. (If needed attach additional sheets to provide full disclosure.) Page __ I _of _2_ pages of this Disclosure of Discipline form l'\ •iF' Revised 3/6/15 Contract No. 6608 Page 23 of 135 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) (To Accompany Proposal) NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party who's discipline was stayed, the date of the violation that the disciplinary action pertains to, describe the nature of the violation and the condition (if any) upon which the disciplinary action was stayed. N/A (If needed attach additional sheets to provide full disclosure.) BY CONTRACTOR: Shahram Elihu, Sole Proprietor/Owner (print name/title) Page _2_ of _2_ pages of this Disclosure of Discipline form ~, ~~ Revised 3/6/15 Contract No. 6608 Page 24 of 135 Pages NONCOLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID PUBLIC CONTRACT CODE SECTION 7106 NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 The undersigned declares: Blue Pacific Engineering I am the Owner of & Construction , the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on March 1st , 2016 at San Diego [city]~alifomia [state]. -- l" •4# Revised 3/6/15 Contract No. 6608 Page 25 of 135 Pages CALIFORNIA ALL~PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On '3/1/1 ~ before me, ____ R_i--=-ch--=-a::._r..:c.d--=-W-i_lli_am_E_,g,_a_n,_, N_o_t_ar_Ly_P_u_b_lic ____ _ 6ate Here Insert Name and Title of the Officer pe~on~~ appeared -----~~SD#~A~U~~~~~~~~~~UuU~-----------~ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person~ whose name~)@-afe-~scribed to the within instrument and ackno~dged to me that 618Y-sl=tettft.ey executed the same in ~.fJerftl'teffauthorized capacitytfes), and that by~herftheirsignatur$) on the instrument the person~s}, or the entity upon behalf of which the personfs) acted, executed the instrument. l ·RicHARD WILLIAM EGAN 1 COMM. # 2127463 C> NOTARY PUBLIC•tAUFORNIA ~ SAN DIEGO COUNTY 1 My :omm. ~P·JeP!.~~').:_:o, 2019 Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and officials~ I. ------------------------------OPTIONAL----------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document:~-------------------------- Document Date: __________________ Number of Pages: ~----- Signer(s) Other Than Named Above: ------------------------ Capacity(ies) Claimed by Signer(s) Signer's Name: ___________ _ Signer's Name: ___________ _ 0 Corporate Officer -Title(s): ______ _ 0 Corporate Officer -Title(s): ______ _ 0 Partner -0 Limited General 0 Partner -Limited 0 General 0 Individual 0 Attorney in Fact 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator D Trustee 0 Guardian or Conservator 0 Other: ---------------0 Other: _______________ _ Signer Is Representing: ________ _ Signer Is Representing: ~-------- CONTRACT PUBLIC WORKS This agreement is made this_\\~ day of M().., , 2016, by and between the City of Carlsbad, California, a municipal oration, (hereinafter called "City"), and Blue Pacific Engineering & Construction, a sole proprietors ip whose principal place of business is 7330 Opportunity Rd #J, San Diego, CA 92111 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 (hereinafter called "project") 2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equipment, and personnel to perform the work specified by the Contract Documents. 3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids, Contractor's Proposal, Bidder's Bond, Noncollusion Declaration, Designation of Subcontractors, Technical Ability and Experience, Bidder's Statement Re Debarment, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications and General Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference. Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indicated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life ofthe Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of this condition of the Contract will not relieve responsibility of compliance. 4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The City shall withhold retention as required by Public Contract Code Section 9203. 5. Independent Investigation. Contractor has made an independent investigation of the jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work, and is aware of those conditions. The Contract price includes payment for all work that may be done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any information that may have been furnished to Contractor by City about underground conditions or other job conditions is for Contractor's convenience only, and City does not warrant that the conditions are {'\ •+' Revised 3/6/15 Contract No. 6608 Page 26 of 135 Pages as thus indicated. Contractor is satisfied with all job conditions, including underground conditions and has not relied on information furnished by City. 6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches or other excavations that extend deeper than four feet below the surface Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any: A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class Ill disposal site in accordance with provisions of existing law. B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those indicated. C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract. In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time required for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. 7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors, and consultants that are included in this Contract. 8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post copies of all applicable prevailing wages on the job site. 9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure of Contractor to comply with any applicable law, rules or regulations including those relating to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method. ('\ • .., Revised 3/6/15 Contract No. 6608 Page 27 of 135 Pages Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. 10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in City Council Policy # 70. (A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits indicted herein: a. Commercial General Liability Insurance: $2,000,000 combined single limit per occurrence for bodily injury and property damage. If the policy has an aggregate limit, a separate aggregate in the amounts specified shall be established for the risks for which the City or its agents, officers or employees are additional insured. b. Business Automobile Liability Insurance: $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers' Liability limits of $1 ,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City. (B) Additional Provisions: Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers' Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions. a. The City, its officials, employees and volunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate documents attached to the certificate of insurance; one for each company affording general liability, and employers' liability coverage. b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers. d. Coverage shall state that the contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. {'\ Ul~ Revised 3/6/15 Contract No. 6608 Page 28 of 135 Pages (C) Notice Of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after ten (1 0) days' prior written notice has been sent to the City by certified mail, return receipt requested. (D) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured retention levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. (E) Waiver Of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein. (G) Acceptability Of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:VII. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy# 70. (H) Verification Of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the City and are to be received and approved by the City before the Contract is executed by the City. (I) Cost Of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid. 11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is included in Section 3 of the General Provisions. The contractor shall initially submit all claims over $375,000 to the City using the informal dispute resolution process described in Public Contract Code subsections 201 04.2(a), (c), (d). Notwithstanding the provisions of this section of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. (A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. (B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. {C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false l' ·~ Revised 3/6115 Contract No. 6608 Page 29 of 135 Pages claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. (D) Penalty Recovery. lfthe City of Carlsbad seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. (E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may be prevented from further bidding on public contracts for a period of up to five years. (F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. (G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor from participating in future contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California. I have read and understand all provisions of Section 11 above. -!L in it init 12. Maintenance of Records. Contractor shall maintain and make available at no cost to the City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's principal place of business as specified above, Contractor shall so inform the City by certified letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of any change of address of such records. 13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720 of the Labor Code are incorporated herein by reference. 14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted for any monies withheld by the City to secure performance of this contract for any obligation established by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract. 15. Unfair Business Practices. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or 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, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties. 16. Provisions Required by Law Deemed Inserted. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and included herein, and if, through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon application of either party, the Contract shall forthwith be physically amended to make such insertion or correction. l" •+' Revised 3/6/15 Contract No. 6608 Page 30 of 135 Pages 17. Additional Provisions. Any additional provisions of this agreement are set forth in the "General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof. NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED (CORPORATE SEAL) By: __ ~~~~~--~~~~---s n here) ATTEST: J~habcam EL hu D Loner (print name and title) By: ________ ~--~~-----------(sign here) 3 hahrQ.11&£J, h.t& 0 wn er (print name and title) President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under the corporate seal empowering that officer to bind the corporation. APPROVED AS TO FORM: l' •+' Revised 3/6/15 Contract No. 6608 Page 31 of 135 Pages CAUFORNIA ALLMPURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego on ____ 0---'4/:._2_2_:_/2_0_1_6 ___ before me, _____ R_ic_h_a_rd_W_i_lli_a_m_E--'g>!...a_n_,_,_N_o_ta_r-"-y_P_u_b_li_c ____ _ Date Here Insert Name and Title of the Officer personally appeared _____________ S_h_ah_r_a_m_E_I_ih_u _____________ _ Name(s) of Signer(&) who proved to me on the basis of satisfactory evidence to be the person~ whose name~)@-afe~scribed to the within instrument and ackno~dged to me that (§.Y-sReltft6y executed the same in ~-19erft:hewauthorized capacityties), and that by~herftheirsignaturefs) on the instrument the person(sr, or the entity upon behalf of which the person~s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. l RICHARD WILLIAM EGAN 1 COMM. # 21274&3 e> ...... 2 U) (!) 1 NOTARY PUBLIC•CALIFORHIA ~ SAN DIEGO COUNTY ... My Comm. Exp::ep_!;m~er 20, 20181 Place Notary Sea/ Above -------------------------------OPTIONAL------------------------------ Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ___________________________ _ Document Date: ___________________ Number of Pages: _____ _ Signer(s) Other Than Named Above: ------------------------ Capacity(ies) Claimed by Signer(s) Signer's Name:-------------Signer's Name: ____________ _ 0 Corporate Officer -Title(s): ______ _ 0 Corporate Officer -Title(s): ______ _ 0 Partner - 0 Limited n General D Partner-0 Limited D General 0 Individual Attorney in Fact D Individual u Attorney in Fact 0 Trustee D Guardian or Conservator D Trustee D Guardian or Conservator Other: ______________ _ 0 Other: _____________ _ Signer Is Representing: _________ _ Signer Is Representing: _________ _ EXECUTED IN TRIPLICATE BOND NO. 2202083 PREMIUM INCLUDED IN PERFORMANCE BOND LABOR AND MATERIALS BOND WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 2016-063, adopted April12, 2016, has awarded to Blue Pacific Engineering & Construction, a sole proprietorship {hereinafter designated as the "Principal"), a Contract for: NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon or about the performance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on thls bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, WE, BLUE PACIFIC ENGINEERING & CONSTRUCTION, (hereinafter designated as the "Contractor"), and NORTH AMERICAN SPECIALTY INSURANCE COMPANY as Surety, are held firmly bound unto the City of Carlsbad in the sum of THREE HUNDRED EIGHTY SIX THOUSAND THREE HUNDRED Dollars ($386,300), said sum being an amount equal to: One hundred percent (1 00%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or his/her subcontractors fail to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind, consistent with California Civil Code section 9100, or for amounts due under the Unemployment Insurance Code with respect to the work or faber performed under this Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to section 13020 of the Unemployment Insurance Code with respect to the work and labor, that the Surety will pay for the same, and, also, in case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the court consistent with California Civil Code section 9554. This bond shall inure to the benefit of any of the persons named in California Civil Code section 91 00, so as to give a right of action to those persons or their assigns in any suit brought upon the bond. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed hereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby watve notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. (~ fti Revised 3/6/15 Contract No. 6608 Page 32 of 135 Pages In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. Executed by CONTRACTOR this 22ND day of~ ___ A_P_R_IL ____ _, 20~. CONTRACTOR: By:.~~~~~~~~~------{ sign here) b~A ltilAm €\..If~ V (title and organization of signatory) By: -------~~~~---------(sign here) (print name here). (title and organization of signatory) Executed by SURETY this __ 2_2_ND __ day of ____ .;_;A.;_;PR..:..I~L _____ , 20~. SURETY: NORTH AMERICAN SPECIALTY INSURANCE COMPANY {name of Surety) 6 HUTTON CENTRE DRIVE, SUITE 850 SANTA ANA, CA 92707 (address of Surety} 714/550-7799 (telephone~ By:~() C (signature of Attorney-in-Fact) MARK D. IATAROLA, ATTORNEY-IN-FACT (printed name of Attorney-in-Fact) (attach corporate resolution showing current power of attorney} (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: CELIA A. BREWER Jn ' ~ City Attomei/lRy ~ By: , . ·-. Deputy City Attorn~ f.' ·~ Revised 3/6/15 Coniract No. 6600 Page 33 of 135 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego ) ) On ---1;+-+-/....,2.='2'=-F-/-",Ij-"~"----before me, ____ R_ic_h_a_rd_W_il_lia_m_E""-ga_n_:_, _N_o_ta~ry,_P_u_b_li_c ___ _ Date Here Insert Name and Title of the Officer personally appeared ---------".S='/-1-'-'1+'-1-/_:_:_~-=-A=H_,__=E.=LI=-.t.l/.-'-tJI£._ _________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(sj whose namets)@-ar=e-~scribed to the within instrument and ackno~dged to me that (§}'-sf9.eftf:rey executed the same in ~f:ler/ttwffauthorized capacityfies), and that by~herftheirsignature(s) on the instrument the personfs}, or the entity upon behalf of which the person~s} acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. l RicHARD WILLIAM EGAN [ COMM. # 2127403 G> .... :z en C!l l NOTARY PUBLIC•CAUFO!UfiA ~ SAN DIEGO COUNTY """ My ~om,!Y'· ~P· September 20, 201&1 Place Notary Seal Above -----------------------------OPTIONAL---------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document ___________________________ _ DocumentDate: ___________________ NumberofPages: _____ _ Signer(s) Other Than Named Above: ------------------------ Capacity(ies) Claimed by Signer(s) Signer's Name:------------Signer's Name:------------- 0 Corporate Officer -Title(s): ______ _ 0 Corporate Officer -Title(s): _____ _ Partner -0 Limited 0 General 0 Partner -0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Trustee 0 Guardian or Conservator 0 Other: _____________ _ 0 Other: _____________ _ Signer Is Representing: _________ _ Signer Is Representing: ________ _ CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 • A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of SAN DIEGO On ___ 4.:..::/2=2=-/2=-:0=--1:_::6 ____ before me, MICHELLE M. BASUIL, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared _________ __:_:M_::_A..:.:.R..:.:.K--=-=.D.:_ . .:.:...IA.:....:T.:_A.:.:...R.:....:O:..:L=-A_:__ __________ _ Name(-a) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/-aFe subscribed to the within instrument and acknowledged to me that he/sfle/tfley executed the same in his/flel'ftfleir authorized capacity~, and that by his/her/their signature(s) on the instrument the person(s3, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature J-g1'~t)le_, /?Y1 · 25 Cl<L., .. :J: SignatureDf Notary Public Place Notary Seal Above -----------------------------oPTIONAL----------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: _______ _ Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA 0 Corporate Officer -Title(s): ______ _ 0 Partner -0 Limited 0 General 0 Individual lXI Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: _____________ _ Signer Is Representing: --------- Signer's Name:------------ 0 Corporate Officer -Titl.e(s): ______ _ 0 Partner -0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: -------------- Signer Is Representing: ________ _ • ©2014 National Notary Association • www.NationaiNotary.org ·1-800-US NOTARY (1-800-876-6827) Item #5907 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State ofNew Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: JOHN G. MALONEY, HELEN MALONEY, MICHELLE M. BASUIL, and MARK D. IAT AROLA JOINTLY OR SEVERALLY Its true and lawful Attorney{s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or pennitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS -------------------------------- This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9th of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifYing the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." tJ/~? By __________ ~{/ __ ,_·~~~---~·-··~· .. ~·----~----~~-- Steven P. Anderson, Senior Vice President of Washington International Insurance Company & Senior Vice President of North American Specialty lnsurance Company Michael A. ¥t~.="""="""'=""""{u;;;~;f,;;:'d.~=;n;;;==-ornm=;; & Senior Vice Pn~sident of N011h American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 17th day of September , 20.!2_. State of Illinois County of Cook ss: North American Specialty Insurance Company Washington International Insurance Company On this 17th day of September , 20 22_, before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North Ameli can Specialty Insurance Company and Michael A. Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL M KENNY NOTARY PUBUC, STATE OF IU.INOIS MY COMMISSION EXPIRES 12104/2017 M. Kenny~ Notat·y Public I, Jeffrey Goldberg , the duly elected Assistant Secretarv of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals ofthe Companies this 22ndday of APRIL '20 16 Jeffrey Goldberg, Vice President & Assistant Secretmy of Washington Intemational Insurance Company & North American Speciahy Insurance Company EXECUTED IN TRIPLICATE BOND NO. 2202083 PREMIUM: $6,795.00 PREMIUM IS FOR CONTRACT TERM AND IS SUBJECT TO ADJUSTMENT BASED ON FINAL CONTRACT PRICE FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No.2016-063, adopted April12, 2016, has awarded to Blue Pacific Engineering & Construction, a sole proprietorship (hereinafter designated as the "Principal"}, a Contract for; NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all" of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful performance and warranty of said Contract; NOW, THEREFORE, WE, BLUE PACIFIC ENGINEERING & CONSTRUCTION, as Principal, (hereinafter designated as the "Contractor"), and NORTH AMERICAN SPECIALTY INSURANCE COMPANY -:------:-:---:-.-__ -.,...,..,...,..,...,.,....,~~':":"' as Surety, are held and firmly bound unto the City .of Carlsbad, in the sum of THREE HUNDRED EIGHTY SIX THOUSAND THREE HUNDRED Dollars ($386,300), said sum being equal to one hundred percent (1 00%) of the estimated amount of the Contract, to be paid to City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the Contract and any alteration thereof made as therein provided on their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, an to be taxed as costs and included in any judgment rendered. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be peliormed there under or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. {'\ •+i Revised 3/6115 Contract No. 6608 Page 34 of 135 Pages In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. Executed by CONTRACTOR this 22ND day of __ ~A.;;..P.:...;.RI:.::.L _____ ,,2016 , CONTRACTOR: BLUE PACIFIC ENGINEERING & CONSTRUCTION (name of ContractoQ By: ,~1 \ ~ (sign here) ~ 6.}1 Pr p, rz. (\.""" ~ \.. ' J.J.J (print name here) (Title and Organization of Signatory) By: (sign here) (print name here) (Title and Organization of signatory) Executed by SURETY this __ 2_2N_D __ day of ---------~A~P_R_IL _____________ ,20_16 __ SURETY: NORTH AMERICAN SPECIALTY INSURANCE COMPANY (name of Surety) 6 HUTTON CENTRE DRIVE, SUITE 850 SANTA ANA, CA 92707 (address of Surety) 714/550-7799 (telephone number of surety) sy:---L.A........!..:~~u.~d~~~~- {signature of Attorney-in-Fact) MARK D. IATAROLA, ATTORNEY-IN-FACT (printed name of Attorney-in-Fact) (Attach corporate resolution showing current power of attorney.) (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.) Deputy City Attorney .~ ~~Revised 3/6/15 Contract No. 6608 Page 35 of 135 Pages CALIFORNIA ALL*PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On 04/22/2016 before me Richard William Egan, Notary Public ------~~~--------·-------------------~~~--~--------------- Date Here Insert Name and Title of the Officer personally appeared _________________________ S_h_ah_r_a_m_E_I_ih_u __________________________ _ Name(s} of Signer(&) who proved to me on the basis of satisfactory evidence to be the person~ whose name(s)@-afe-~scribed to the within instrument and ackno~dged to me that ~-sl=leltl=tey executed the same in ~-19erfl:lwi-F authorized capacityties), and that bylb§f-herftheir signaturefs) on the instrument the person(s~, or the entity upon behalf of which the person~} acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. RicHARD WILLIAM EGAN I COMM. # 21274&3 C> Signature~ - &gnatUre()fNotary Public NOTARY PUBLINALIFORNIA ~ SAN DIEGO COUNTY ... My Comm. Exp.;ep_!!m~er 20, 201~1 Place Notary Seal Above ----------------OPTIONAL---------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ______________________________________________________ _ Document Date: ______________________________________ Number of Pages: __________ _ Signer(s) Other Than Named Above: ------------------------ Capacity(ies) Claimed by Signer(s) Signer's Name: _____________ _ Signer's Name:------------- 0 Corporate Officer -Title(s): ______ _ 0 Corporate Officer -Title(s): ________ _ 0 Partner - 0 Limited 0 General 0 Partner-0 Limited D General 0 Individual 0 Attorney in Fact D Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator D Trustee 0 Guardian or Conservator 0 Other: ____________________________ _ 0 Other: __________________________ _ Signer Is Representing: _________ _ Signer Is Representing: __________ _ CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 • A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of SAN DIEGO On ___ 4_,_,_/"'"'22:::./=:.20~1:...::6:.._ ___ before me, __ ...:..:M~IC.:_:...:.H=E=LL:..::E::_:..:..:M...:..:. =BA...:..:S=-U=-.:.::IL"--, :....:.N..::.O_:._T:_.:A:_.:R_:._Y_:._P...:..:U:..::B:..::L:_:_IC=----- Date Here Insert Name and Title of the Officer personally appeared _________ _;,;M:.:.:.A...::R__:_:K_:_::::D...:..:. :_IA...:..:T...:..:A:_R...:..:O::...:L:::.A_:__ __________ _ Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person~ whose name(&) is/-are subscribed to the within instrument and acknowledged to me that he/si"telttley executed the same in hisfi'l6Filti'leir authorized capacityfiesj, and that by his/her/their signature(sj on the instrument the person~, or the entity upon behalf of which the person(&) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Place Notary Sea/ Above -----------------------------oPTIONAL----------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: ____________ Document Date: _______ _ Number of Pages: Signer(s) Other Than Named Above: ------------- Capacity{ies) Claimed by Signer(s) Signer's Name: MARK D. IATAROLA 0 Corporate Officer -Title(s): ______ _ 0 Partner -0 Limited 0 General 0 Individual 00 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: _____________ _ Signer Is Representing: ________ _ Signer's Name:------------ 0 Corporate Officer -Titl,e(s): ______ _ 0 Partner -0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: _____________ _ Signer Is Representing: ________ _ • ©2014 National Notary Association • www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State ofNew Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: JOHN G. MALONEY, HELEN MALONEY, MICHELLE M. BASUIL, and MARK D. !AT AROLA JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors ofboth North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 91h ofMay, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifYing the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." 4it ~7 By~~~~~L~~~,~~~~~-~7/~--··~····~~~--~~- Steven P. Anderson, Senior Vice President of Washington International Insurance Company & Senio•· Vice President of North American Specialty Insurance Company By~~~~~~~~~~~~~~~~~~ Michael A. Ito, & Senior Vice President of North Amedcan Specialty Insumnce Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 17th day of September , 20 .12__. State of Illinois County of Cook ss: North American Specialty Insurance Company Washington International Insurance Company On this 17th day of September , 20 1.?_, before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President ofNorth American Specialty Insurance Company and Michael A. Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President ofNorth American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL M KENNY NOTARY PUBLIC, STATE OF IWNOIS MY COMMISSION EXPIRES 12/04/2017 !\vi. Kenny. Notary Publk I, Jeffrey Goldberg , the duly elected Assistant Secretarv of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 22ndday of APRIL '20 16 . Jeffrey Goldbetg, Vice President & Assistant Secretary of Washington lntemational Insurance Company & North American Specialty Insurance Company OPTIONAL ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and ---------------------------------------------------------whose address is ----------------------------------------------------------·hereinafter called "Contractor" and --------------------------------------------whose address is hereinafter --------------------------------------------------------------called "Escrow Agent." For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows: 1. Pursuant to section 22300 of the Public Contract Code of the State of California, the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings required to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 in the amount of dated (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The market value of the securities at the time of the substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the contract between the City and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner. 2. The City shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. 3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly. 4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City. {'\ •+' Revised 3/6/15 Contract No. 6608 Page 36 of 135 Pages GENERAL PROVISIONS FOR NORTHWEST QUADRANT STORM DRAIN PROGRAM (ROOSEVELT NORTH) CONTRACT N0.6608 CITY OF CARLSBAD BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1, GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 1 -TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 1-1 TERMS -Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 1-1.1 Reference to Drawings. Where words "shown", "indicated", "detailed", "noted", "scheduled", or words of similar import are used, it shall be understood that reference is made to the plans accompanying these provisions, unless stated otherwise. 1-1.2 Directions. Where words "directed", "designated", "selected", or words of similar import are used, it shall be understood that the direction, designation or selection of the Engineer is intended, unless stated otherwise. The word "required" and words of similar import shall be understood to mean "as required to properly complete the work as required and as approved by the Engineer," unless stated otherwise. 1-1.3 Equals and Approvals. Where the words "equal", "approved equal", "equivalent", and such words of similar import are used, it shall be understood such words are followed by the expression "in the opinion of the Engineer", unless otherwise stated. Where the words "approved", "approval", "acceptance", or words of similar import are used, it shall be understood that the approval, acceptance, or similar import of the Engineer is intended. 1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its expense, shall perform all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete in place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation. 1-2 DEFINITIONS. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. l'\ •+' Revised 1/30/13 Contract No. 6608 Page 39 of 135 Addendum -Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bulletins and all other types of written notices issued to potential bidders prior to opening of Bids. Agency-The City of Carlsbad, California. Agreement-See Contract. Assessment Act Contract - A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County. Base-A layer of specified material of planned thickness placed immediately below the pavement or surfacing. Bid -The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work. Bidder-Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative. Board -The officer or body constituting the awarding authority of the Agency, which is the City Council for the City of Carlsbad or the Board of Directors of Carlsbad Municipal Water District. Bond -Bid, performance, and payment bond or other instrument of security. City Council -the City Council of the City of Carlsbad. City Manager-the City Manager of the City of Carlsbad or his/her approved representative. Cash Contract - A Contract financed by means other than special assessments. Change Order - A written order to the Contractor signed by the Agency directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not also be signed by the Contractor. Code-The terms Government Code, Labor Code, etc., refer to codes of the State of California. Construction Manager-the Project Inspector's immediate supervisor and first level of appeal for informal dispute resolution. Contract -The written agreement between the Agency and the Contractor covering the Work. Contract Documents-Including but not limited to; the Contract, any Addendum (which pertain to the contract documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions, permits from other agencies, the Technical Specifications, the Supplemental Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract. l' • ., Revised 1/30/13 Contract No. 6608 Page 40 of 135 Contractor-The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the Agency to perform the Work. In the case of work being done under permit issued by the Agency, the permittee shall be constructed to be the Contractor. The term "prime contractor" shall mean Contractor. Contract Price-The total amount of money for which the Contract is awarded. Contract Unit Price -The amount stated in the Bid for a single unit of an item of work. County Sealer-The Sealer of Weights and Measures of the county in which the Contract is let. Days -Days shall mean consecutive calendar's days unless otherwise specified. Deputy City Engineer, Construction Management & Inspection-The Construction Manager's immediate supervisor and second level of appeal for informal dispute resolution. Dispute Board -Persons designated by the City Manager of the City of Carlsbad or Executive Manager of the Carlsbad Municipal Water District, to hear and advise the City Manager on claims submitted by the Contractor. The City Manager for the City of Carlsbad or the Executive Manager for the Carlsbad Municipal Water District is the last appeal level for informal dispute resolution. Electrolier -Street light assembly complete, including foundation, standard, luminaire arm, luminaire, etc. Engineer -The City Engineer of the City of Carlsbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution. Geotextile -Synthetic fiber used in civil engineering applications, serving the primary functions of separation and filtration. House Connection Sewer-A sewer, within a public street or right-of-way, proposed to connect any parcel, lot, or part of a lot with a mainline sewer. House Sewer-A sewer, wholly within private property, proposed to connect any building to a house connection sewer. Luminaire-The lamp housing including the optical and socket assemblies (and ballast if so specified). Luminaire Arm-The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire. Minor Bid Item-A single contract item constituting less than 10 percent (10%) of the original Contract Price bid. Modification -Includes Change Orders and Supplemental Agreements. A Modification may only be used after the effective date of the Contract. Notice of Award -The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract. Notice to Proceed -A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start. {'\ •+' Revised 1/30/13 Contract No. 6608 Page 41 of 135 Own Organization -When used in Section 2-3.1 -Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further, such employees have their employment taxes, State disability insurance payments, State and Federal income taxes paid and administered, as applicable, by the Contractor. When used in Section 2-3.1 "own organization" means construction equipment that the Contractor owns or leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an operator is not part of the Contractor's Own Organization and will not be included for the purpose of compliance with Section 2-3.1. Person -Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity. Plans-The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Private Contract -Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency. Project Inspector -The Engineer's designated representative for inspection, contract administration and first level for informal dispute resolution. Proposal -See Bid. Reference Specifications-Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date. Roadway -The portion of a street reserved for vehicular use. Service Connection -Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer. Sewer-Any conduit intended for the reception and transfer of sewage and fluid industrial waste. Specifications -General Provisions, Standard Specifications, Technical Specifications, Reference Specifications, Supplemental Provisions, and specifications in Supplemental Agreements between the Contractor and the Board. Standard -The shaft or pole used to support street lighting luminaire, traffic signal heads, mast arms, etc. Standard Plans -Details of standard structures, devices, or instructions referred to on the Plans or in Specifications by title or number. Standard Specifications -The Standard Specifications for Public Works Construction (SSPWC), the "Greenbook". State-State of California. {'\ ·~ Revised 1/30/13 Contract No. 6608 Page 42 of 135 Storm Drain -Any conduit and appurtenances intended for the reception and transfer of storm water. Street-Any road, highway, parkway, freeway, alley, walk, or way. Subbase-A layer of specified material of planned thickness between a base and the subgrade. Subcontractor -An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work. Subgrade -For roadways, that portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of other material is placed. For structures, the soil prepared to support a structure. Supervision -Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision by the Agency shall not mean active and direct superintendence of details of the Work. Supplemental Agreement -A written amendment of the Contract Documents signed by both parties. Supplemental Provisions -Additions and revisions to the Standard Specifications setting forth conditions and requirements peculiar to the work. Surety-Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred. Tonne-Also referred to as "metric ton". Represents a unit of measure in the International System of Units equal to 1,000 kilograms. Utility-Tracks, overhead or underground wires, pipeline, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or private easement. Work-That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services. l'\ •+' Revised 1/30/13 Contract No. 6608 Page 43 of 135 1-3 ABBREVIATIONS 1-3.1 General. The abbreviation herein, together with others in general use, are applicable to these Standard Specifications and to project Plans or other Contract Documents. All abbreviations and symbols used on Plans for structural steel construction shall conform to those given by the "Manual of Steel Construction" published by the American Institute of Steel Construction, Inc. 1-3.2 Common Usage Abbreviation Word or Words ABAN ............................................................. Abandon COMM ...................................................... Commercial ABAND ...................................................... Abandoned CONC ............................................................ Concrete ABS ........................ Acrylonitrile-butadiene-styrene CONN ........................................................ Connection AC ..................................................... Asphalt Concrete CONST ................................... Construct, Construction ACP .......................................... Asbestos cement pipe COORD ...................................................... Coordinate ACWS ..................... Asphalt concrete wearing surface CSP ........................................... Corrugated steel pipe ALT ................................................................ Alternate CSO ............................... Carlsbad Standard Drawings APTS ................................ Apartment and Apartments CTB ............................................. Cement treated base AMER STD ................................... American Standard CV ............................................................. Check valve AWG ............... American Wire Gage (nonferrous wire) CY ............................................................... Cubic yard BC .................................................. Beginning of curve 0 .............................................................. Load of pipe BCR ....................................... Beginning of curb return dB .................................................................. Decibels BDRY ............................................................ Boundary DBL ................................................................... Oouble BF ..................................................... Bottom of footing OF ............................................................... Douglas fir BLDG ........................................ Building and Buildings DIA ................................................................. Diameter BM ............................................................ Bench mark DIP ..................................................... Ductile iron pipe BVC ................................... Beginning of vertical curve DL ................................................................ Dead load Bf\N ........................................................... Back of wall DR ...................................................... Dimension Ratio C/C ..................................................... Center to center DT ................................................................. Drain Tile CAB ...................................... Crushed aggregate base DWG ............................................................... Drawing CAUOSHA. ........... California Occupational Safety and OWY ............................................................. Driveway Health Administration DWY APPR ................................... Driveway approach CaiTrans ....... California Department of Transportation E ...................................................................... Electric CAP ................................... Corrugated aluminum pipe EA ........................................................................ Each CB ............................................................. Catch Basin EC ............................................................ End of curve Cb ........................................................................ Curb ECR ................................................ End of curb return CBP ............................... Catch Basin Connection Pipe EF ................................................................ Each face CBR ....................................... California Bearing Ratio EG .......................................................... Edge of gutter CCR ............................. California Code of Regulations EGL. ................................................. Energy grade line CCTV ............................................... Closed Circuit TV El .................................................................. Elevation CES ......................... Carlsbad Engineering Standards ELC ..................................... Electrolier lighting conduit CF ................................................................. Curb face EL T ........................................................ Extra long ton CF ................................................................ Cubic foot ENGR ....................................... Engineer, Engineering C&G .................................................... Curb and gutter EP ................................................... Edge of pavement CFR ................................ Code of Federal Regulations ESMT ........................................................... Easement CFS .......................................... Cubic Feet per Second ETB .......................................... Emulsion-treated base CIP ......................................................... Cast iron pipe EVC .............................................. End of vertical curb CIPP ............................................... Cast-in place pipe EWA. .............................. Encina Wastewater Authority CL ............................................. Clearance, center line EXC ............................................................ Excavation CLF ..................................................... Chain link fence EXP JT ................................................. Expansion joint CMB ............................... Crushed miscellaneous base EXST ............................................................... Existing CMC ......................................... Cement mortar-coated F .................................................................. Fahrenheit CML ............................................ Cement mortar-lined F&C ................................................... Frame and cover CMWD .................... Carlsbad Municipal Water District F&l .................................................. Furnish and install CO ................................................... Cleanout (Sewer) FAB ............................................................... Fabricate COL ................................................................. Column FAS ............................................... Flashing arrow sign {'\ •+' Revised 1/30/13 Contract No. 6608 Page 44 of 135 FD ............................................................... Floor drain MH ................................... Manhole, maintenance hole FDN ........................................................... Foundation MIL SPEC .................................... Military specification FED SPEC .................................. Federal Specification FG ........................................................ Finished grade FH ............................................................. Fire hydrant FL.. ................................................................. Flow line FS ...................................................... Finished surface FT-LB ......................................................... Foot-pound FTG .................................................................. Footing FW ............................................................ Face of wall G ........................................................................... Gas GA ..................................................................... Gauge MISC ..................................................... Miscellaneous MOO .................................................. Modified, modify MON ........................................................... Monument MSL .. Mean Sea Level (Reg. Standard Drawing M-12) MTBM ......................... Microtunneling Boring Machine MUL T ............................................................... Multiple MUTCD ..... Manual on Uniform Traffic Control Devices MVL ............................................... Mercury vapor light NCTD .............................. North County Transit District NRCP .............................. Nonreinforced concrete pipe OBS ............................................................... Obsolete GAL. ............................................... Gallon and Gallons OC ............................................................... On center GAL V ......................................................... Galvanized 00 .................................................... Outside diameter GAR ........................................... Garage and Garages OE .............................................................. Outer edge GIP .............................................. Galvanized iron pipe OHE ................................................. Overhead Electric GL ......................................... Ground line or grade line OMWD .................. Olivenhain Municipal Water District GM .............................................................. Gas meter OPP ............................................................... Opposite GNV ............................................... Ground Not Visible ORIG ................................................................ Original GP .................................................................. Guy pole PB ................................................................... Pull box GPM ................................................ gallons per minute GR ..................................................................... Grade PC .................................................... Point of curvature PCC ....................... Portland cement concrete or point GRTG .............................................................. Grating GSP ........................................... Galvanized steel pipe H ............................................................ High or height HB .................................................................. Hose bib HC ................................................... House connection HOWL ........................................................... Headwall HGL ............................................. Hydraulic grade line HORIZ .......................................................... Horizontal HP ............................................................. Horsepower HPG ................................................ High pressure gas of compound curvature PCVC ....................... Point of compound vertical curve PE ............................................................ Polyethylene PI .................................................. Point of intersection PL ............................................................ Property line PMB ............................ Processed miscellaneous base POC ...................................................... Point on curve POT ................................................... Point on tangent PP .............................................................. Power pole PRC .......................................... Point of reverse curve PRVC ............................ Point of reverse vertical curve HPS ............................... High pressure sodium (Light) HYDR ............................................................ Hydraulic IE ........................................................ Invert Elevation PSI ......................................... Pounds per square inch PT .................................................... Point of tangency PVC ................................................. Polyvinyl chloride 10 ......................................................... Inside diameter PVMT ........................................................... Pavement INCL. .............................................................. Including PVT R/W ....................................... Private right-of-way INSP ............................................................ Inspection Q ........................ Rate of flow in cubic feet per second INV ...................................................................... Invert QUAD ....................................... Quadrangle, Quadrant IP ................................................................... Iron pipe R ....................................................................... Radius JC .................................................... Junction chamber R&O ......................................................... Rock and oil JCT ................................................................. Junction R/W .......................................................... Right-of-way JS ..................................................... Junction structure RA ....................................................... Recycling agent JT .......................................................................... Joint RAC ................................... Recycled asphalt concrete L ........................................................................ Length RAP ............................... Reclaimed asphalt pavement LAB ............................................................. Laboratory RBAC .............................. Rubberized asphalt concrete LA T ................................................................... Lateral RC ................................................ Reinforced concrete LB .......................... ~ ........................................... Pound RCB ...................................... Reinforced concrete box LD ..................................................... Local depression RCE ...................................... Registered civil engineer LF ................................................................ Linear foot RCP ..................................... Reinforced concrete pipe LH ............................................................... Lamp hole RCV ........................................... Remote control valve LL.. ................................................................. Live load REF .............................................................. Reference LOL ............................................................. Layout line REINF .............................. Reinforced or reinforcement LONG ........................................................ Longitudinal RES .............................................................. Reservoir LP ............................................................... Lamp post RGE ........................ Registered geotechnical engineer LPS ................................. Low pressure sodium (Light) ROW·························'····························· Right-of-Way LS ............................................................... Lump sum RR ................................................................... Railroad L TS .................................................... Lime treated soil RSE ............................. Registered structural engineer LWD ............................... Leucadia Wastewater District RTE .................................... Registered traffic engineer MAINT ...................................................... Maintenance S ................................... Sewer or Slope, as applicable MAX .............................................................. Maximum SCCP ............................... Steel cylinder concrete pipe MCR ............................................ Middle of curb return SO .............................................................. Storm drain MEAS ............................................................. Measure SDNR .............................. San Diego Northern Railway {'\ •+' Revised 1/30/13 Contract No. 6608 Page 45 of 135 SDR ....... Standard thermoplastic pipe dimension ratio TF .......................................................... Top of footing (ratio of pipe O.D. to minimum wall thickness) TOPO ........................................................ Topography SDRSD ......... San Diego Regional Standard Drawings TR ........................................................................ Tract SE ...................................................... Sand Equivalent TRANS ......................................................... Transition SEC ................................................................. Section TS ......................... Traffic signal or transition structure SF .............................................................. Square foot TSC ............................................. Traffic signal conduit SFM ................................................ Sewer Force Main TSS ........................................... Traffic signal standard Sl ...................... International System of Units (Metric) TW .............................................................. Top of wall SPEC ..................................................... Specifications TYP ................................................................... Typical SPPWC .......................................... Standard Plans for UE .............................................. Underground Electric Public Works Construction USA ................................... Underground Service Alert SSPWC ............................. Standard Specifications for VAR .................................................... Varies, Variable Public Works Construction VB ................................................................ Valve box ST HWY ................................................. State highway VC .......................................................... Vertical curve ST A ................................................................... Station VCP .................................................. Vitrified clay pipe STD ................................................................ Standard VERT ............................................................... Vertical STR. ................................................................. Straight VOL. ................................................................. Volume STR GR ................................................. Straight grade VWD ...................................... Vallecitos Water District STRUC ......................................... Structural/Structure W ....................... Water, Wider or Width, as applicable SW ................................................................. Sidewalk WATCH .............. Work Area Traffic Control Handbook SWD ..................................................... Sidewalk drain WI ............................................................ Wrought iron SY ............................................................. Square yard WM .......................................................... Water meter T .................................................................. Telephone WP J ........................................... Weakened plane joint TAN ................................................................. Tangent XCONN ............................................ Cross connection TC .............................................................. Top of curb XSEC ..................................................... Cross section TEL ............................................................. Telephone 1-3.3 Institutions. Abbreviation Word or Words AASHTO ................. American Association of State Highway and Transportation Officials AISC .................................................................... American Institute of Steel Construction ANSI... ................................................................... American National Standards Institute API ...................................................................................... American Petroleum Institute AREA ............................................................. American Railway Engineering Association ASTM ............................................................ American Society for Testing and Materials AWPA ................................................................ American Wood Preservers Association AWS ........................................................................................ American Welding Society AWWA ...................................................................... American Water Works Association FHWA ............................................................................. Federal Highway Administration GRI ................................................................................. Geosynthetic Research Institute NEMA. ........................................................ National Electrical Manufacturers Association NOAA ................ National Oceanic and Atmospheric Administration (Dept. of Commerce) UL ..................................................................................... Underwriters' Laboratories Inc. USGS ............................................................................. United States Geological Survey l' •+' Revised 1/30/13 Contract No. 6608 Page 46 of 135 1-4 UNITS OF MEASURE. 1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test requirements contained herein use Sl units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the Sl units shall control. S.l. units and U.S. Standard Measures in parenthesis may or may not be exactly equivalent. Reference is also made to ASTM E 380 for definitions of various units of the Sl system and a more extensive set of conversion factors. 1-4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) Sl Unit (Abbreviations) (Abbreviations) 1 mil (=0.001 in) .................................................................................... 25.4 micrometer (!lm) 1 inch (in) .............................................................................................. 25.4 millimeter (mm) 1 inch (in) .............................................................................................. 2.54 centimeter (em) 1 foot (ft) ............................................................................................... 0.3048 meter (m) 1 yard (yd) ............................................................................................ 0.9144 meter (m) 1 mile (mi) ............................................................................................. 1.6093 kilometer (km) 1 square foot (ft2} .................................................................................. 0.0929 square meter (m2) 1 square yard (yd2} ............................................................................... 0.8361 square meter (m2) 1 cubic foot (ft3) .................................................................................... 0.0283 cubic meter (m3) 1 cubic yard (yd3) .................................................................................. 0.7646 cubic meter (m3) 1 acre .................................................................................................... 0.4047 hectare (ha) 1 U.S. gallon (gal) ................................................................................. 3.7854 Liter (L) 1 fluid ounce (fl. oz.) ............................................................................. 29.5735 millileter (ml) 1 pound mass (lb) (avoirdupois) ........................................................... 0.4536 kilogram (kg) 1 ounce mass (oz) ................................................................................ 0.02835 kilogram (kg) 1 Ton (=2000 lb avoirdupois) ................................................................ 0.9072 Tonne(= 907 kg) 1 Poise .................................................................................................. 0.1 pascal ·second (Pa · s) 1 centistoke (cs) ................................................................................... 1 square millimeters per second (mm2/s) 1 pound force (lbf) ................................................................................ 4.4482 Newton (N) 1 pounds per square inch (psi) ............................................................. 6.8948 Kilo pascal (kPa) 1 pound force per foot (lbf/ft) ................................................................ 1.4594 Newton per meter (N/m) 1 foot-pound force (ft-lbf) ...................................................................... 1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) .............................................. 1.3558 Watt (W) 1 part per million (ppm) ........................................................................ 1 milligram/liter (mg/L) Temperature Units and Abbreviations Degree Fahrenheit (°F): ....................................................................... Degree Celsius CC): °F = (1.8 X °C) + 32 ·············································································· oc = (°F-32)/1.8 Sl Units (abbreviation) Commonly Used in Both Systems 1 Ampere (A) 1 Volt (V} 1 Candela (cd) 1 Lumen (lm) 1 second (s) Common Metric Prefixes kilo (k) ................................................................................................... 103 centi (c) ................................................................................................. 10-2 milli (m) ................................................................................................. 10-3 micro (!l) ............................................................................................... 10-6 nano (n) ................................................................................................ 10-9 pico (p) .................................................................................................. 10-12 l' •fi' Revised 1/30/13 Contract No. 6608 Page 47 of 135 1-SSYMBOLS Ll L % ' I 0 PL CL SL Delta, the central angle or angle between tangents Angle Percent Feet or minutes Inches or seconds Number per or (between words) Degree Property line Centerline Survey line or station line l'\ •+' Revised 1/30/13 Contract No. 6608 Page 48 of 135 SECTION 2-SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids. 2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the Board, except that the Contractor may assign money due or which will accrue to it under the Contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper with holdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the Work, should the Contractor be in default. 2-3 SUBCONTRACTS. 2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information: The Bidder shall set forth in the Bid, as provided in 4104: "(a) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater." "(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in his bid." If the Contractor fails to specify a Subcontractor, or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the Contractor's total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as otherwise provided in the Code. As provided in Section 41 07, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by procedures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor. Section 411 0 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing. {"l 111+' Revised 1/30/13 Contract No. 6608 Page 49 of 135 Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 1 0 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor's own organization. The Board shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a public hearing before the Board and shall be notified ten (1 0) days in advance of the time and location of said hearing. The determination of the City Council shall be final. 2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under its control. The Contractor shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated "Specialty Items" may be performed by subcontract, and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. "Specialty Items" will be identified by the Agency in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer. Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted. 2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor, and the Contractor shall be responsible for their work. 2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful performance/warranty bond shall be in a sum not less than one hundred percent of the total amount payable by the terms of this contract. The Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hundred percent of the total amount payable by the terms of this contract. Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section. The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for {'\ •;;' Revised 1/30/13 Contract No. 6608 Page 50 of 135 the one year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal , to or in excess of the amount of the bond. The bonds are to contain the following documents: 1) An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States. Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiving notice from the Agency. Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the contract until a new Surety shall qualify and be accepted by the Board. Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General. The Contractor shall keep at the Work site a copy of the Plans and Specifications, to which the Engineer shall have access at all times. The specifications for the work include the General Provisions, project technical specifications, Carlsbad Engineering Standards (CES), Standard Specifications for Public Works Construction, (SSPWC), Part 2 & 3, and the latest supplements thereto, current edition at the time of bid opening as published by the "Greenbook" Committee of Public Works Standards, Inc., hereinafter designated "SSPWC", as amended. The construction plans consist of one (1) set of drawings. The set is designated as City of Carlsbad Drawing No. 463-7B and consists of five (5) sheets. The standard drawings used for this project are the latest edition of the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County Department of Public Works, together with the most recent editions of the City of Carlsbad Engineering Standards and Carlsbad Standard Drawings, as issued by the City of Carlsbad and the Carlsbad Municipal Water District, hereinafter designated as CES and CSD, respectively. Copies of some of the pertinent standard drawings are enclosed as an appendix to these General Provisions. {'\ • ., Revised 1/30/13 Contract No. 6608 Page 51 of 135 The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor. The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer. 2-5.2 Precedence of Contract Documents. If there is a conflict between Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence: 1) Permits from other agencies as may be required by law. 2) Change orders, whichever occurs last. 3) Contract addenda, whichever occurs last. 4) Contract 5) Carlsbad General Provisions, Technical Specifications, and Supplemental Provisions. 6) Plans. 7) Standards plans. a) City of Carlsbad Standard Drawings. b) Carlsbad Municipal Water District Standard Drawings. c) City of Carlsbad modifications to the San Diego Area Regional Standard Drawings. d) San Diego Area Regional Standard Drawings. e) Traffic Signal Design Guidelines and Standards. f) State of California Department of Transportation Standard Plans. g) State of California Department of Transportation Standard Specifications. h) California Manual on Uniform Traffic Control Devices (CA MUTCD). 8) Standard Specifications for Public Works Construction, as amended. 9) Reference Specifications. 10) Manufacturer's Installation Recommendations Detail drawings shall take precedence over general drawings. Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will take precedence over items 2) through 9) above. Detailed plans and plan views shall have precedence over general plans. 2-5.2.1 Precedence of Contract Documents, add the following: Where CALTRANS specifications are used to modify the SSPWC or added to the SSPWC by any of the contract documents the CAL TRANS specifications shall have precedence only in reference to the {'\ •+' Revised 1/30/13 Contract No. 6608 Page 52 of 135 materials and construction materials referred to in the CAL TRANS specifications. The Invitation to Bid, Contract for Public Works, Part 1 of these Supplemental Provisions and Part 1 of the SSPWC, in the order of precedence in Section 2-5.2 of the SSPWC, shall prevail over the CAL TRANS specifications in all other matters. 2-5.3 Submittals. 2-5.3.1 General. Submittals shall be provided, at the Contractor's expense, as required in 2-5.3.2, 2-5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the Engineer. Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required by performed, before the required submittals have been reviewed and accepted by the Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals. The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number of the original submittal followed by an ascending alphabetical designation (e.g. The label '4-C' would indicate the third instance that the fourth submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal on the Contractor's letterhead. The Letter of Transmittal shall contain the following: 1) Project title and Agency contract number. 2) Number of complete sets. 3) Contractor's certification statement. 4) Specification section number(s) pertaining to material submitted for review. 5) Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.) 6) Description of the contents of the submittal. 7) Identification of deviations from the contract documents. When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are in conformance with the requirements of the Contract Documents. The Contractor shall subscribe to and shall place the following certification on all submittals: "I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval." By: Title:------------- Date: ______________ _ Company Name: _______________________________________________________ _ {'\ •+i' Revised 1/30/13 Contract No. 6608 Page 53 of 135 2-5.3.2Working Drawings. Working drawings are drawings showing details not shown on the Plans which are required to be designed by the Contractor. Working drawings shall be of a size and scale to clearly show all necessary details. Six copies and one reproducible shall be submitted. If no revisions are required, three of the copies will be returned to the Contractor. If revisions are required, the Engineer will return one copy along with the reproducible for resubmission. Upon acceptance, the Engineer will return two of the copies to the Contractor and retain the remaining copies and the reproducible. Working drawings are required in the following sections: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 7-10.4.1 207-2.5 207-8.4 207-10.2.1 300-3.2 303-1.6.1 303-1.7.1 303-3.1 304-1.1.1 304-1.1.2 304-2.1 306-2.1 306-3.1 306-3.4 306-6 306-8 307-4.3 Safety Orders Joints Joints General Cofferdams General General General Shop Drawings Falsework Plans General General General Tunnel Supports Remodeling Existing Sewer Facilities Microtunneling Controller Cabinet Wirin Dia rams Trench Shoring Reinforced Concrete Pipe Vitrified Clay Pipe Fabricated Steel Pipe Structure Excavation & Backfill Falsework Placing Reinforcement Prestressed Concrete Construction Structural Steel Structural Steel Metal Hand Railings Jacking Operations Tunneling Operations Tunneling Operations Polyethylene Liner Installation Microtunneling Operations Traffic Si nal Construction Working drawings listed above as Items 5, 6, 8, 9, 10, 12, 13, 14 and 16 shall be prepared by a Civil or Structural Engineer registered by the State of California. 2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings required shall be as specified in the Special Provisions. 2-5.3.4 Supporting Information. Supporting information is information required by the Specifications for the purposes of administration of the Contract, analysis for verification of conformance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other information as may be required by the Engineer. Six copies of the supporting information shall be submitted to the Engineer prior to the start of the Work unless otherwise specified in the Special Provisions or directed by the Engineer. Supporting information for systems shall be bound together and include all manufactured items for the system. If resubmittal is not required, three copies will be returned to the Contractor. Supporting information shall consist of the following and is required unless otherwise specified in the Special Provisions: 1) List of Subcontractors per 2-3.2. 2) List of Materials per 4-1.4. 3) Certifications per 4-1.5. {'\ •+' Revised 1/30/13 Contract No. 6608 Page 54 of 135 4) Construction Schedule per 6-1. 5) Confined Space Entry Program per 7-10.4.4. 6) Concrete mix designs per 201-1.1. 7) Asphalt concrete mix designs per 203-6.1. 8) Data, including, but not limited to, catalog sheets, manufacturer's brochures, technical bulletins, specifications, diagrams, product samples, and other information necessary to describe a system, product or item. This information is required for irrigation systems, street lighting systems, and traffic signals, and may also be required for any product, manufactured item, or system. 2-5.4 Record Drawings. The Contractor shall provide and keep up-to-date a complete "as-built" record set of blue-line prints, which shall be corrected in red daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, underground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be used only as a record set and shall be delivered to the Engineer within ten (1 0) days of completion of the work. Payment for performing the work required by Section 2-5.4 shall be included in the various bid items and no additional payment will be made therefore. 2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the Contract in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all materials, equipment, tools, labor, and incidentals necessary to complete the Work. 2-7 SUBSURFACE DATA. All soil and test hole data, water table elevations, and soil analyses shown on the drawings or included in the Specifications apply only at the location of the test holes and to the depths indicated. Soil test reports for test holes which have been drilled are available for inspection at the office of the Engineer. Any additional subsurface exploration shall be done by Bidders or the Contractor at their own expense. The indicated elevation of the water table is that which existed on the date when test hole data was determined. It is the Contractor's responsibility to determine and allow for the elevation of groundwater at the date of project construction. A difference in elevation between groundwater shown in soil boring logs and groundwater actually encountered during construction will not be considered as a basis for extra work. 2-7.1 Groundwater. Groundwater may be encountered within the project limits. The CONTRACTOR, by submitting a bid, acknowledges that he/she has investigated the risks arising from surface, ground or other waters, and acknowledges that his/her bid was prepared assuming the water is present and the dewatering work will be conducted accordingly. The CONTRACTOR, by submitting a bid, assumes all of the said risk. The Contractor shall provide and maintain at all times during construction ample means and devices to promptly remove and properly dispose of all the water entering the excavations or other parts of the work to the satisfaction of the City Engineer. Dewatering shall be accomplished by methods, which will ensure a dry excavation and preservation of the final lines and grades of the bottoms of excavations. The chose method may include, but not be limited to, cofferdams, well points, piping, French drains, etc., as necessary to accomplish the above and shall be designated by the CONTRACTOR's civil engineer and shall be the sole responsibility of the CONTRACTOR. Groundwater shall be discharged into the sewer; however, discharge rate and quantity of discharged groundwater shall not exceed the capacity of the sanitary sewer system it is discharging into. The CONTRACTOR shall submit to the city engineer a dewatering plan indicating the rate of discharge (gallons per minute) for dewatering along with any proposed pre- treatment process necessary to remove suspended solids and obtain necessary permits. {'\ •+' Revised 1/30/13 Contract No. 6608 Page 55 of 135 The disposal of water from dewatering operations shall be the sole responsibility of the Contractor. Disposal methods shall conform to the Porter-Cologne Water Quality Act, 197 4, the Federal Water Pollution Control Act Amendments of 197s, and the California Administrative Code, Title 23, Chapter 3, and the Federal NPDES requirement's without damaging or soiling adjacent City, County, State, or private property. Water shall be disposed of in such a manner as not to be a menace to the public health and such disposal shall be performed in accordance with Environmental Protection Agency and State Water Quality Control Board Standards (NPDES permit). Any testing and reports required under NPDES permit shall be performed by the CONTRACTOR and submitted to the appropriate agency and the Engineer for approval at no additional cost to the DISTRICT. Conveyance of the water shall not interfere with traffic flow or sewer treatment facilities operations. No water shall be drained into the work under construction without prior consent of the Engineer. The CONTRACTOR shall conduct his operation such that storm and other waters may proceed uninterrupted along their existing street or drainage courses. Diversion of water for short reaches to protect construction in progress will be permitted if in the opinion of the Engineer, public or private properties are not subject to damage. The CONTRACTOR shall obtain and submit to the DISTRICT written permission from the applicable public agency or property owner before the Engineer will permit any diversion of water outside the right-of-way. It shall be the CONTRACTOR's responsibility to control the surface water entering the work area at no additional cost to the city. The CONTRACTOR shall correct damage to the work area as the result of surface water at no cost to the city. If groundwater testing during construction is found to be contaminated, the CONTRACTOR shall provide, install, maintain and operate the equipment necessary to treat the contaminated groundwater to bring it to compliance with the dewatering and discharging permits from the California Regional Water Quality Control Board. The Contractor shall protect any graded aggregate backfill that has been placed from any water; i.e., rain, drainage, etc. If the graded aggregate backfill becomes statured by water in the opinion of the engineer, the CONTRACTOR shall remove the wet graded aggregate backfill and replace it with dry graded aggregate backfill at no cost to the city as directed by the engineer. Cost for protection of the placed graded aggregate backfill, including labor, equipment and materials, shall be included in the bid item for graded aggregate backfill and no additional compensation will be made therefore. If the material at subgrade is unstable due to high moisture content, the CONTRACTOR shall remove the material to a depth of 18" below pipe and re-establish subgrade with graded aggregate backfill at not less than 95% relative compaction to re-establish the subgrade prior to placement of graded aggregate as per plan. The CONTRACTOR may provide other methods of subgrade stabilization upon approval of the engineer. 2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work will be provided by the Agency. Unless otherwise provided, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas and facilities temporarily required. The Contractor shall indemnify and hold the Agency harmless from all claims for damages caused by such actions. 2-9 SURVEYING. 2-9.1 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to l' •+' Revised 1/30/13 Contract No. 6608 Page 56 of 135 practice land surveying within the State of California, hereinafter Surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the Surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by§§ 8772 and 8773, et seq. of the California Business and Professions Code. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be deaned to the satisfaction of the Engineer. 2-9.2 Survey Service. The Contractor shall hire and pay for the services of a Surveyor, hereinafter Surveyor to perform all work necessary for establishing control, construction staking, records research and all other surveying work necessary to construct the work, provide surveying services as required herein and provide surveying, drafting and other professional services required to satisfy the requirements of the Land Surveyors Act. Surveyor shall be resident on the site during all surveying operations and shall personally supervise and certify the surveying work. 2-9.2.1 Submittal of Surveying Data, All surveying data submittals shall conform to the requirements of Section 2-5.3.3, "Submittals", herein. The Contractor shall submit grade sheets to the Engineer before commencing work in the area affected by the grade sheets. The Contractor shall submit field notes for all surveying required herein to the Engineer within ten days of performing the survey. All surveying field notes, grade sheets and survey calculations shall be submitted in bound form on 215mm by 280 mm (81/2" by 11") paper. The field notes, calculations and supporting data shall be clear and complete. Supporting data shall include all maps, affidavits, plats, field notes from earlier surveys and all other evidence used by the Surveyor to determine the location of the monuments set. The field notes and calculations will be labeled with name of the Surveyor, the party chief, the field crewmembers and the author of the field notes or calculations. They shall be annotated with the date of observation or calculation, be numbered with consecutive page numbers and shall be readable without resort to any electronic aid, computer program or documentation for any computer program. The field notes shall be prepared in conformance with the CAL TRANS "Surveys Manual". The Contractor shall have a Record of Survey prepared by the Surveyor and file it in conformance with §§ 8700 -8805 of the State of California Business and Professions Code when the Surveyor performs any surveying that such map is required under §§ 8762 of the State of California Business and Professions Code and whenever the Surveyor shall establish, set or construct any permanent survey monument. SDRS drawing M-10 type monuments, bolts, spikes, leaded tacks and nails (when set in concrete), iron pipes, reinforcing steel and all monuments and marks that are at, or accessory to, property corners and street centerlines are permanent survey monuments. The Record of Survey shall show all monuments set, control monuments used, the basis of bearings and all other data needed to determine the procedure of survey and the degree of accuracy attained by the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not exceed 1 part in 40,000. The record of survey shall show the location and justification of location of all permanent monuments set and their relation to the street right-of-way. Record(s) of Survey(s) shall be submitted for the Engineer's review and approval before submittal to the County Surveyor and before submittal to the County Recorder. 2-9.2.2 Survey Requirements, Stakes shall be set at offsets approved by the Engineer at no greater intervals than specified in TABLE 2-9.2.2(A) as measured along the project stationing. Stakes shall be set to show the location and grade of future curbs adjacent to traffic signal (' fi Revised 1/30/13 Contract No. 6608 Page 57 of 135 locations where the curb is not being built as a part of this contract. Staking and marking shall be completed by the Surveyor and inspected and approved by the Engineer before the start of construction in the area marked. Centerline monument shall have the disk stamped with the date the monument was set and the registration number of the Surveyor. Habitat mitigation sites and other areas to be preserved that are shown on the plans shall be staked and flagged prior to the start of any other activities within the limits of the work. Y\fhen curb and gutter does not exist and is not being installed as a part of the project the location of adjacent facilities being constructed as a part of the contract the Contractor shall place stakes defining the horizontal and vertical location of such adjacent utility vaults, poles or other facilities that are being installed as parts of, or adjunct to, the project either by the Contractor and/or those noted on the plans as to be installed by others. TABLE 2-9.2.2(A) Survey Requirements for Construction Staking Feature Staked Stake Centerline or Parallel to Centerline Lateral Setting Tolerance Description Spacing®,® Spacing®,® (Within) @ Street Centerline SDRS M-10 ::::;1000', Street Intersections, Begin and end of on street 0.02' Monument curves, only when shown on the plans centerline Horizontal, also see Section 2-9.2.1 herein Clearing Lath in soil, lath -lntervisible, ::::; 50' on tangents at clearing line 1 ' Horizontal painted line & ::::; 25' on curves, Painted line -continuous on PCC &AC surfaces Slope RP +Marker lntervisible and ::::; 50' Grade Breaks 0.1' Vertical & Stake &<25' Horizontal Fence RP +Marker ::::; 200' on tangents, ::::; 50' on curves when N/A 0.1' Horizontal Stake R~ 1 000' & 25' on curves when R:s; 1 000' (constant offset) Rough Grade Cuts RP +Marker ::::; 50' N/A 0.1' Vertical & or Fills~ 10m Stake Horizontal (33') Final Grade RP +Marker ::::; 50' on tangents & curves when R~ 1 000' & ::::;22' 3fs" Horizontal & 114'' (includes top of: Stake, Blue-::;:; 25' on curves when R ::;:; 1 000' Vertical Basement soil, top in grading subbase and area base) Asphalt Pavement RP, paint on ::::; 25' or as per the intersection grid points edge of 3fs" Horizontal & 1/4" Finish Course previous shown on the plan whichever provides the pavement, Vertical course denser information paving pass width, crown line & grade breaks Drainage RP +Marker intervisible & ::::; 25', beginning and end, BC & as appropriate 3fs" Horizontal & 114'' Structures, Pipes Stake EC of facilities, Grade breaks, Alignment Vertical & similar breaks, Junctions, Inlets & similar facilities, FacilitiesCD, <V Risers & similar facilities (except plumbing), Skewed cut-off lines Curb RP +Marker ::::; 25', BC & EC, at Y.!D., %.1. & %,1. on curb (constant 3fs" Horizontal & 1 14'' Stake returns & at beginning & end offset) Vertical Traffic Signal CD Vertical locations shall be based on the ultimate elevation of curb and sidewalk Signal Poles & RP +Marker at each pole & controller location as appropriate 3fs" Horizontal & 114'' Controller CD Stake Vertical {'\ •+' Revised 1/30/13 Contract No. 6608 Page 58 of 135 Feature Staked Stake Centerline or Parallel to Centerline Lateral Setting Tolerance Description Spacing®,@ Spacing®,@ (Within) cv Junction Box <D RP +Marker at each junction box location as appropriate 3fs" Horizontal & 1 /4'' Stake Vertical Conduit <D RP +Marker :::; 50' on tangents & curves when R<: 1 000' & as appropriate 3fs" Horizontal & when Stake :::; 25' on curves when R :::; 1 000' or where depth cannot be grade :::; 0.30% measured from existing pavement 1/4" Vertical Minor Structure <D RP +Marker for catch basins: at centerline of box, ends of as appropriate 3fs" Horizontal & 114'' Stake+ Line box & wings & at each end of the local Vertical (when vertical Stake depression ® data needed) Abutment Fill RP +Marker :::; 50' & along end slopes & conic transitions as appropriate 0.1' Vertical & Stake+ Line Horizontal Stake Wall <D RP +Marker :::; 50' and at beginning & end of: each wall, BC as appropriate 114'' Horizontal & 1/4'' Stake+ Line & EC, layout line angle points, changes in Vertical Point +Guard footing dimensions &/or elevation & wall Stake height Major Structure ® Footings, Bents, RP +Marker 1 0' to 33' as required by the Engineer, BC & as appropriate 3fs" Horizontal & 1/4'' Abutments & Stake+ Line EC, transition points & at beginning & end. Vertical Wingwalls Point +Guard Elevation points on footings at bottom of Stake columns Superstructures RP 10' to 33' sufficient to use string lines, BC & as appropriate 3/s" Horizontal & 1/4'' EC, transition points & at beginning & end. Vertical Elevation points on footings at bottom of columns Miscellaneous ® Contour Grading RP +Marker :::;50' along contour 0.1' Vertical & <D Stake line Horizontal Utilities <D, (J) RP +Marker :::; 50' on tangents & curves when R<: 1 000' & as appropriate 3Js" Horizontal & 114'' Stake :::; 25' on curves when R :::; 1 000' or where Vertical _grade < 0.30% Channels, Dikes RP +Marker intervisible & :::; 1 00', BC & EC of facilities, as appropriate 0.1' Horizontal & 1/4'' & Ditches <D Stake Grade breaks, Alignment breaks, Junctions, Vertical Inlets & similar facilities Signs <D RP +Marker At sign location Line point 0.1' Vertical & Stake+ Line Horizontal Point +Guard Stake Subsurface RP +Marker intervisible & :::; 50', BC & EC of facilities, as appropriate 0.1' Horizontal & 1/4'' Drains <D Stake Grade breaks, Alignment breaks, Junctions, Vertical Inlets & similar facilities, Risers & similar facilities Overside Drains RP +Marker longitudinal location At beginning & 0.1' Horizontal & 1/4" <D Stake end Vertical Markers <D RP +Marker for asphalt street surfacing :::; 50' on tangents At marker 1/4'' Horizontal Stake & curves when R;o: 1 000' & :::; 25' on curves location(s) when R < 1000'. Railings & RP +Marker At beginning & end and :::; 50' on tangents & at railing & 3/a" Horizontal & Barriers <D Stake curves when R ;;:: 1 000' & :::; 25' on curves barrier Vertical when R :::; 1 000' location(s) AC Dikes <D RP +Marker At beginning & end as appropriate 0.1' Horizontal & Stake Vertical Box Culverts 1 0' to 33' as required by the Engineer, BC & as appropriate 3/s" Horizontal & 1/4'' EC, transition points & at beginning & end. Vertical Elevation points on footings & at invert Pavement RP 200' on tangents, 50' on curves when at pavement 1/4'' Horizontal Markers<D R <: 1 000' & 25' on curves when R :::; 1 000'. marker For PCC surfaced streets lane cold joints will location(s) suffice {"\ •+' Revised 1/30/13 Contract No. 6608 Page 59 of 135 CD Staking for feature may be omitted when adjacent marker stakes reference the offset and elevation of those features and the accuracy requirements of the RP meet the requirements for the feature @ Reference points shall be sufficiently durable and set securely enough to survive with accuracy intact throughout the installation & inspection of the features or adjacent facilities for which they provide control. RP means reference point for the purposes of this table ® Perpendicular to centerline. ® Some features are not necessarily parallel to centerline but are referenced thereto ® Multi-plane surfaced features shall be staked so as to provide line & grade information for each plane of the feature ® ;::: means greater than, or equal to, the number following the symbol. ~means less than, or equal to, the number following the symbol. CV The cut datum for storm drainage & sanitary sewer pipes & similar structures shall be their invert. The cut datum for all other utilities shall be the top ~f their pipe or conduit. All guard stakes, line stakes and lath shall be flagged. Unless otherwise approved by the Engineer flagging, paint and marking cards shall be the color specified in TABLE 2-9.2.2(8) TABLE 2-9.2.2(8) Survey Stake Color Code for Construction Staking Type of Stake Description Color* Horizontal Control Coordinated control points, control lines, control reference points, centerline, White/Red alignments, etc. Vertical Control Bench marks White/Orange Clearing Limits of clearinQ Yellow/Black Grading Slope, intermediate slope, abutment fill, rough grade, contour grading, final Yellow Qrade, etc. Structure Bridges, sound and retaining walls, box culverts, etc. White Drainage, Sewer, Curb Pipe culverts, junction boxes, drop inlets, headwalls, sewer lines, storm Blue drains, slope protection, curbs, gutters, etc. RiQht-of-Way Fences, R/ W lines, easements, property monuments, etc. White/Yellow Miscellaneous Signs, railings, barriers, lighting, etc. Orange * Flaggrng and markrng cards, 1f used. 2-9.2.3 Payment for Survey, Payment for work performed to satisfy the requirements of Sections 2-9.1 through 2-9.2.2 shall be included in the actual bid items requiring the survey work and no additional payment will be made. Extension of unit prices for extra work shall include full compensation for attendant survey work and no additional payment will be made. Payment for the replacement of disturbed monuments and the filing of records of survey and/or corner records, including filing fees, shall be incidental to the work necessitating the disturbance of said monuments and no additional payment will be made. 2-9.3 Private Engineers. Surveying by private engineers on the Work shall conform to the quality and practice required by the Engineer. 2-9.4 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the Plans. Three consecutive points set on the same slope shall be used together so that any variation from a straight grade can be detected. Any such variation shall be reported to the Engineer. In the absence of such report, the Contractor shall be responsible for any error in the grade of the finished work. l' •+' Revised 1/30/13 Contract No. 6608 Page 60 of 135 Grades for underground conduits will be set at the surface of the ground. The Contractor shall transfer them to the bottom of the trench. 2-10 AUTHORITY OF BOARD AND ENGINEER. The Board has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or an authorized representative. The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of material, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless otherwise ordered by the Board. 2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records in the Contractor's or subcontractor's possession pertaining to the work that the Engineer may request. 2-10.2 Audit And Inspection, Contractor agrees to maintain and/or make available, to the Engineer, within San Diego County, accurate books and accounting records relative to all its activities and to contractually require all subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor's and its subcontractors performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor's staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data relating to all matters covered by this Contract. However, any such activities shall be carried out in a manner so as to not unreasonably interfere with Contractor's ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations. 2-11 INSPECTION. The Work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer before noon of the working day before inspection is required. Work shall be done only in the presence of the Engineer, unless otherwise authorized. Any work done without proper inspection will be subject to rejection. The Engineer and any authorized representatives shall at all times have access to the Work during its construction at shops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with these specifications. Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of the Contract. l' •ff Revised 1/30/13 Contract No. 6608 Page 61 of 135 SECTION 3-CHANGES IN WORK 3-1 CHANGES REQUESTED BY THE CONTRACTOR. 3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes. 3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or no additional cost to the Agency. 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and Agency, unless both parties agree to proceed with the change by Change Order. Change Orders shall be in writing and state the dollar value of the change or established method of payment, any adjustment in contract time of completion, and when negotiated prices are involved, shall provide for the Contractor's signature indicating acceptance. 3-2.2 Payment. 3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then an adjustment in payment will be made. This adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price. If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies from the Bid quantity by more than 50 percent, payment will be made per Section 3-2.2.2 or 3- 2.2.3 as appropriate .. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per Section 3-2.4. 3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 50 percent, payment for the quantity in excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price. l'\ •+' Revised 1/30/13 Contract No. 6608 Page 62 of 135 3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the Contract Unit Price. 3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipulated Unit Prices may be used for the adjustment of Contract changes when so specified in the Special Provisions. 3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Contract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise specified in Sections 3-2.2.2 and 3-2.2.3. 3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values for all lump sum bid items that shall be used for the purpose of progress payments. The prices shall be valid for the purpose of change orders to the project. 3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in writing from the Engineer so stating its elimination. If material conforming to the Plans and Specifications is ordered by the Contractor for use in the eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that material cannot be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for handling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3. 3-3 EXTRA WORK. 3-3.1 General. New or unforeseen work will be classified as "extra work" when the Engineer determines that it is not covered by Contract Unit Prices or stipulated unit prices. 3-3.2 Payment. 3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for the extra work based on the accumulation of costs as provided herein. {'\ •+' Revised 1/30/13 Contract No. 6608 Page 63 of 135 3-3.2.2 Basis for Establishing Costs. (a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that applicable to extra work will be paid. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 3-3.2.3 (a). (b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery. The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary for the progress of the Work. No markup shall be applied to any material provided by the Agency. (c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replacement value of $200 or less. Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, "Labor Surcharge and Equipment Rental Rates" published by CAL TRANS, current at the time of the actual use of the tool or equipment. The right- of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of this contract. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportation costs for equipment used on the extra work shall be included. If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor elects to keep it at the Work site, at no expense to the Agency. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used. Manufacturer's ratings and approved modifications shall be used to classify equipment and it shall be powered by a unit of at least the minimum rating recommended by the manufacturer. {"\ •+' Revised 1/30/13 Contract No. 6608 Page 64 of 135 The reported rental time for equipment already at the Work site shall be the duration of its use on the extra work. This time begins when equipment is first put into actual operation on the extra work, plus the time required to move it from its previous site and back, or to a closer site. (d) Other Items. The Agency may authorize other items which may be required on the extra work, including labor, services, material, and equipment. These items must be different in their nature from those required for the Work, and be of a type not ordinarily available from the Contractor or Subcontractors. Invoices covering all such items in detail shall be submitted with the request for payment. (e) Invoices. Vendors' invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report. 3-3.2.3 Markup. (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor ................................... 20 2) Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 3) Equipment Rental ................... 15 4) Other Items and Expenditures .. 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer. Failure to submit the daily report by the close of the next working day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor. The report shall: 1. Show names of workers, classifications, and hours worked. 2. Describe and list quantities of materials used. 3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable. 4. Describe other services and expenditures in such detail as the Agency may require. {'\ •+" Revised 1/30/13 Contract No. 6608 Page 65 of 135 3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the following Work site conditions (hereinafter called changed conditions), in writing, upon their discovery and before they are disturbed: 1. Subsurface or latent physical conditions differing materially from those represented in the Contract; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from that represented in the Contract which the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class Ill disposal site in accordance with provisions of existing law. The Engineer will promptly investigate conditions which appear to be changed conditions. If the Engineer determines that conditions are changed conditions and they will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time subject to the provisions of 6-6. If the Engineer determines that the conditions do not justify an adjustment in compensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees. The Contractor's failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engineer due written notice of potential claim as hereinafter specified. Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor's failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions. Verbal notifications are disallowed. The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655. "The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code Sections 12650-12655. The undersigned further l' •+" Revised 1/30/13 Contract No. 6608 Page 66 of 135 understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City's proposed final estimate in order for it to be further considered." By: ____________________________ ___ Title: --------------------------- Date: ____________________________ __ Company Name: ________________________________________________________ _ The Contractor's estimate of costs may be updated when actual costs are known. The Contractor shall submit substantiation of its actual costs to the Engineer within 20 working days after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on the basis of said notice of potential claim. It is the intention of this section that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engineer at the earliest possible time in order that such matters be settled, if possible, or other appropriate action promptly taken. 3-5 DISPUTED WORK. The Contractor shall give the agency written notice of potential claim prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in connection therewith. If the contractor and the agency are unable to reach agreement on disputed work, the Agency may direct the contractor to proceed with the work. Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall attempt to resolve all disputes informally through the following dispute resolution chain of command: 1. Project Inspector 2. Construction Manager 3. Deputy City Engineer, Construction Management & Inspection 4. City Engineer 5. City Manager The Contractor shall submit a complete report within 20 working days after completion of the disputed work stating its position on the claim, the contractual basis for the claim, along with all documentation supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review the Contractor's report and respond with a position, request additional information or request that the Contractor meet and present its report. When additional information or a meeting is requested the City will provide its position within 10 working days of receipt of said additional information or Contractor's presentation of its report. The Contractor may appeal each level's position up to the City Manager after which the Contractor may proceed under the provisions of the Public Contract Code. The authority within the dispute resolution chain of command is limited to recommending a resolution to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions in the contract. {'\ 111+" Revised 1/30/13 Contract No. 6608 Page 67 of 135 All claims by the contractor for $375,000 or less shall be resolved in accordance with the procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section 201 04) which is set forth below: ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS 20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency. (2) This article shall not apply to any claims resulting from a contract between a contractor and a public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2. (b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except that "public work" does not include any work or improvement contracted for by the state or the Regents of the University of California. (2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency. (c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article. (d) This article applies only to contracts entered into on or after January 1, 1991. 20104.2. For any claim subject to this article, the following requirements apply: (a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. (b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. (c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 l' •+' Revised 1/30/13 Contract No. 6608 Page 68 of 135 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. 201 04.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: (a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator. (b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration. (2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.1 0) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. l' •+' Revised 1/30/13 Contract No. 6608 Page 69 of 135 Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3. {"\ •+" Revised 1/30/13 Contract No. 6608 Page 70 of 135 SECTION 4-CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be new, high grade, and free from defects. Quality of work shall be in accordance with the generally accepted standards. Material and work quality shall be subject to the Engineer's approval. Materials and work quality not conforming to the requirements of the Specifications shall be considered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately from the site by the Contractor, at its expense, when so directed by the Engineer. If the Contractor fails to replace any defective or damaged work or material after reasonable notice, the Engineer may cause such work or materials to be replaced. The replacement expense will be deducted from the amount to be paid to the Contractor. Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications. 4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and all items of equipment for the duration of the Contract. · The Contractor shall not, without the Agency's consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract. 4-1.3 Inspection Requirements. 4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations. Steel pipe in sizes less than 18 inches and vitrified clay and cast iron pipe in all sizes are acceptable upon certification as to compliance with the Specifications, subject to sampling and testing by the Agency. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance testing. The Specifications may require inspection at the source for other items not typical of those listed in this section. The Contractor shall provide the Engineer free and safe access to any and all parts of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, {'\ •+' Revised 1/30/13 Contract No. 6608 Page 71 of 135 Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract. 4-1.3.2 Inspection of Materials Not Locally Produced. When the Contractor intends to purchase materials, fabricated products, or equipment from sources located more than 50 miles outside the geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the Engineer), shall be engaged by the Contractor at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the Plans and Specifications. The Contractor shall forward reports required by the Engineer. No material or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials be done without proper inspection by the approved agent. Approval by said agent shall not relieve the Contractor of responsibility for complying with the Contract requirements. 4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory services within 50 miles of the geographical limits of the Agency. For private contracts, all costs of inspection at the source, including salaries and mileage costs, shall be paid by the permittee. 4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Unless otherwise provided, all initial testing will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing expense shall be borne by the permittee. The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed supplier and source of material. If the notice of intent to use is sent before the materials are available for testing or inspection, or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor's responsibility to renotify the Engineer when samples which are representative may be obtained. Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or. tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. If any product proves unacceptable after l'\ •+' Revised 1/30/13 Contract No. 6608 Page 72 of 135 improper storage, handling or for any other reason it shall be rejected, not incorporated into the work and shall be removed from the project site all at the Contractor's expense. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor. 4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer's written certification that the materials to be supplied meet those requirements. Material test data may be required as part of the certification. 4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that specified. Adequate time shall be allowed for the Engineer to make this determination. Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words or equal. A listing of materials is not intended to be comprehensive, or in order of preference. The Contractor may offer any material, process, or equipment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as provided in the contract documents. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The Contractor shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. The Engineer's findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer. If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor shall furnish and install the specified material. The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section. The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in performance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. 4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County. l' •+' Revised 1/30/13 Contract No. 6608 Page 73 of 135 The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the Agency. All scales shall be arranged so they may be read easily from the operator's platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch. 4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measuring devices shall be calibrated by a testing agency acceptable to the Engineer at intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certificates shall be provided when requested by the Engineer. 4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the Agency and the Contractor will initiate an immediate and cooperative investigation. Test values of materials are results of the materials' tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever test values or process observations of the same or similar materials are diverse enough such that the work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather new and additional information in an attempt to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the Agency and the Contractor, the contradiction shall be considered resolved and the cooperative investigation concluded. Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient's agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the Agency and the Contractor will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the Agency and the Contractor shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the four proposed engineers in a blind draw. The committee shall be a continuance of the cooperative investigation and will re-consider all available information and if necessary gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using standard engineering principles and practices and to ensure public value, the l' •+' Revised 1/30/13 Contract No. 6608 Page 74 of 135 committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion. Once started, the resolution process by committee shall continue to full conclusion unless: 1. Within 7 days of the formation of the committee, the Agency and the Contractor reach an acceptable resolution mechanism; or 2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or 3. At any point by the mutual agreement of the Agency and the Contractor. Unless otherwise agreed, the Contractor shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the Agency or the Contractor, shall bear all costs associated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation be unable to substantiate a contradiction, the initiator of the investigation shall bear all investigative costs. All claim notification requirements of the contract pertaining to the contradiction shall be suspended until the investigation is concluded. 4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project name and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency's boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly state the term of the lease, the description of materials allowed to be stored and shall provide for the removal of the materials and restoration of the storage site within the time allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the' materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor's responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work. l' .... Revised 1/30/13 Contract No. 6608 Page 75 of 135 SECTION 5-UTILITIES 5-1 LOCATION. The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed. Where underground main distribution conduits such as water, gas, sewer, electric power, telephone, or cable television are shown on the Plans, the Contractor shall assume that every property parcel will be served by a service connection for each type of utility. As provided in Section 4216 of the California Government Code, at least 2 working days prior to commencing any excavation, the Contractor shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number. The California Department of Transportation is not required by Section 4216 to become a member of the regional notification center. The Contractor shall contact it for location of its subsurface installations. The Contractor shall determine the location and depth of all utilities, including service connections, which have been marked by the respective owners and which may affect or be affected by its operations. If no pay item is provided in the Contract for this work, full compensation for such work shall be considered as included in the prices bid for other items of work. 5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the owner or order from the Agency. All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff. Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place the necessary protection at its expense. Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3. The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located as noted in Section 5-1. When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall at its expense: 1. Furnish and install a 2 inch cushion of expansion joint material or other similar resilient material; or 2. Provide a sleeve or other opening which will result in a 2 inch minimum-clear annular space between the concrete and the utility; or 3. Provide other acceptable means to prevent embedment in or bonding to the concrete. l' •+' Revised 1/30/13 Contract No. 6608 Page 76 of 135 Where concrete is used for backfill or for structures which would result in embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor's operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system. 5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as "abandoned" or "to be abandoned in place". Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, and the costs involved in the removal and disposal shall be included in the Bid for the items of work necessitating such removals. 5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before commencement of work by the Contractor. When the Plans or Specifications indicate that a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with the owners and work will be done at no cost to the Contractor, except for manhole frame and cover sets to be brought to grade as provided in the Standard Specifications for Public Works Construction, Section 301-1.6, 2009 Edition, and supplements. Utilities which are relocated in order to avoid interference shall be protected in their position and the cost of such protection shall be included in the Bid for the items of work necessitating such relocation. After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid for in accordance with Section 3-2. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs. The utility owner will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements. When directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. The relocation of such service connections will be paid for in accordance with provisions of Section 3-3. Payment will include the restoration of all existing improvements which may be affected thereby. The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement. In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are otherwise shown as installed by others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer's approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor's convenience and no additional compensation will be allowed therefore or for additional work, materials or delay associated with l'\ •+' Revised 1/30/13 Contract No. 6608 Page 77 of 135 the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer. 5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans. The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities. If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5-1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the Engineer may find to be fair and reasonable compensation for such part of the Contractor's actual loss as was unavoidable and the Contractor may be granted an extension of time: 5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit access to the Work site and provide time for utility work to be accomplished during the progress of the Work. ("\ •+' Revised 1/30/13 Contract No. 6608 Page 78 of 135 SECTION 6 -PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as otherwise provided herein and unless otherwise prohibited by permits from other agencies as may be required by law the Contractor shall begin work within five (5) calendar days after receipt of the "Notice to Proceed". 6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor's management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor's responsible project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Section 6-4. No separate payment will be made for the Contractor's attendance at the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction meeting. 6-1.1.1 Baseline Construction Schedule Submittal. The Contractor shall submit the Baseline Construction Schedule per the submittal requirements of Section 2-5.3. 6-1.2.1 Bar Chart. As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the critical path. 6-1.2.2 Engineer's Review. The Construction Schedule is subject to the review of the Engineer. The Engineer's determination that the Baseline Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions shall be a condition precedent to issuance of the Notice to Proceed by the Engineer. If the Engineer determines that the Construction Schedule does not meet the requirements of these specifications the Contractor shall correct the Construction Schedule to meet these specifications and resubmit it to the Engineer. Failure of the Contractor to obtain the Engineer's determination that the initial Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions within thirty (30) working days after the date of the preconstruction meeting shall be grounds for termination of the contract per Section 6-4. Days used by the Engineer to review the initial Construction Schedule will not be included in the 30 working days. The Engineer will review and return to the Contractor, with any comments, the Baseline Construction Schedule within 15 working days of submittal. The Baseline Construction Schedule will be returned marked as per Sections 6-1.2.10.1 through 6-1.2.10.3. 6-1.3.1 Bar Chart Monthly Updates. Each monthly update will include a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the critical path. 6-1.4 Measurement and Payment of Construction Schedule. The Contractor's preparation, revision and maintenance of the Construction Schedule are incidental to the work and no separate payment will be made therefore. {'\ •+' Revised 1/30/13 Contract No. 6608 Page 79 of 135 6-2 PROSECUTION OF WORK. To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer determines that the Contractor is failing to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Engineer, immediately take steps to remedy the situation. All costs of prosecuting the Work as described herein shall be included in the Contractor's Bid. Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said steps. As soon as possible under the provisions of the Specifications, the Contractor shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work. If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability. 6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and materials, and performing all operations necessary to complete the Project Work as shown on the Project Plans and as specified in the Specifications. 6-2.3 Project Meetings. The Engineer will establish the time and location of weekly Project Meetings. The Contractor's Representative shall attend each Project Meeting. The Project Representative shall be the individual determined under Section 7-6, "The Contractor's Representative". No separate payment for attendance of the Contractor, the Contractor's Representative or any other employee or subcontractor or subcontractor's employee at these meetings will be made. 6-3 SUSPENSION OF WORK. 6-3.1 General. The Work may be suspended in whole or in part when determined by the Engineer that the suspension is necessary in the interest of the Agency. The Contractor shall comply immediately with any written order of the Engineer. Such suspension shall be without liability to the Contractor on the part of the Agency except as otherwise specified in Section 6-6.3. 6-3.2 Archaeological and Paleontological Discoveries. If discovery is made of items of archaeological or paleontological interest, the Contractor shall immediately cease excavation in the area of discovery and shall not continue until ordered by the Engineer. When resumed, excavation operations within the area of discovery shall be as directed by the Engineer. Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, and fossils. The Contractor shall be entitled to an extension of time and compensation in accordance with the provisions of Section 6-6. 6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain t' •+' Revised 1/30/13 Contract No. 6608 Page 80 of 135 the Work schedule which will insure the Agency's interest, or, if the Contractor is not carrying out the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. The Contract may be canceled by the Board without liability for damage, when in the Board's opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the Board's consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the Work completed at the time of cancellation, less damages caused to the Agency by acts of the Contractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the Agency declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume control and perform the Work as successor to the Contractor. If the Surety assumes any part of the Work, it shall take the Contractor's place in all respects for that part, and shall be paid by the Agency for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due. The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law. 6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority. 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such unforeseen events may include: war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifications. No extension of time will be granted for a delay caused by the Contractor's inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be l' lllf' Revised 1/30/13 Contract No. 6608 Page 81 of 135 provided in a timely manner in accordance with the sequence of the Contractor's operations and the approved construction schedule. If delays beyond the Contractor's control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interests of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3. If delays beyond the Contractor's control are caused solely by action or inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2. 6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work. 6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not b.e liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer. 6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each workman and supervisor and the make and model of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor's opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore. 6-7 TIME OF COMPLETION. 6-7.1 General. The Contractor shall complete the Work within the time set forth in the Contract. The Contractor shall complete each portion of the Work within such time as set forth in the Contract for such portion. The time of completion of the Contract shall be expressed in working days. The Contractor shall diligently prosecute the work to completion within forty five (45) working days after the starting date specified in the Notice to Proceed. 6-7.2 Working Day. A working day is any day within the period between the start of the Contract time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the Engineer for all work provided for in the Contract, whichever occurs first, other than: 1. Saturday, 2. Sunday, 3. any day designated as a holiday by the Agency, 4. any other day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association, l' •+' Revised 1/30/13 Contract No. 6608 Page 82 of 135 5. any day the Contractor is prevented from working at the beginning of the workday for cause as defined in Section 6-6.1, 6. any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as defined in Section 6-6.1. Unless otherwise approved in writing by the Engineer, the hours of work shall be between the hours of 7:00a.m. and 4:00p.m. on Mondays through Fridays, excluding Agency holidays. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work The Engineer may approve work outside the hours and/or days stated herein when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work. 6-7.3 Contract Time Accounting. The Engineer will make a daily determination of each working day to be charged against the Contract time. These determinations will be discussed and the Contractor will be furnished a periodic statement showing allowable number of working days of Contract time, as adjusted, at the beginning of the reporting period. The statement will also indicate the number of working days charged during the reporting period and the number of working days of Contract time remaining. If the Contractor does not agree with the statement, it shall file a written protest within 15 days after receipt, setting forth the facts of the protest. Otherwise, the statement will be deemed to have been accepted. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. The Work will be inspected by the Engineer for acceptance upon receipt of the Contractor's written assertion that the Work has been completed. The Engineer will not accept the Work or any portion of the Work before all of the Work is completed and all outstanding deficiencies that may exist are corrected by the Contractor and the Engineer is satisfied that all the materials and workmanship, and all other features of the Work, meet the requirements of all of the specifications for the Work. Use, temporary, interim or permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If, in the Engineer's judgment, the Work has been completed and is ready for acceptance the Engineer will so certify to the Board. Upon such certification by the Engineer the Board may accept the completed Work. Upon the Board's acceptance of the Work the Engineer will cause a "Notice of Completion" to be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of completion of the Work. All work shall be warranted for one (1) year after recordation of the "Notice of Completion" and any faulty work or materials discovered during the warranty period shall be repaired or replaced by the Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as a warranty bond for the one year warranty period. The Contractor shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the Agency may perform this work and the Contractor's sureties shall be liable for the cost thereof. 6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted in accordance with Section 6- 6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of one thousand l' Ill;;' Revised 1/30/13 Contract No. 6608 Page 83 of 135 ($1 ,000.00). Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due the Contractor if such delay occurs. Execution of the Contract shall constitute agreement by the Agency and Contractor that one thousand ($1 ,OOO.OO).per day is the minimum value of costs and actual damages caused by the Contractor to complete the Work within the allotted time. Any progress payments made after the specified completion date shall not constitute a waiver of this paragraph or of any damages. 6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to take over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from use by public traffic or from the action of the elements or from any other cause, except Contractor operations or negligence. The Contractor will not be required to reclean such portions of the improvement before field acceptance, except for cleanup made necessary by its operations. Nothing in this section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials. In the event the Agency exercises its right to place into service and utilize all or part of any completed facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or property resulting from the utilization of the facility or appurtenance so placed into service, except for any such injury to persons or property caused by any willful or negligent act or omission by the Contractor, Subcontractor, their officers, employees, or agents. l'\ • .., Revised 1/30/13 Contract No. 6608 Page 84 of 135 SECTION 7-RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws. 7-2 LABOR. 7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable, or who fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work by the Contractor and not be reemployed on the Work. 7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal, State, and local laws related to labor. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and nondiscrimination because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations. 7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public Works Contract. The cost of this insurance shall be included in the Contractor's Bid. 7-4 WORKERS' COMPENSATION INSURANCE. Before execution of the Contract by the Board, the Contractor shall file with the Engineer the following signed certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and maintaining in full force and effect for the duration of the contract, complete Workers' Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims in law or equity occasioned by failure of the Contractor to comply with this paragraph. All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective. All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of ~~ •+' Revised 1/30/13 Contract No. 6608 Page 85 of 135 the State of California. Policies issued by the State Compensation Fund meet the requirement for workers' compensation insurance. 7-5 PERMITS. Except as specified herein the Contractor will obtain, at no cost to the Contractor all City of Carlsbad encroachment, right-of-way, grading and building permits necessary to perform work for this contract on Agency property, streets, or other rights-of-way. Contractor shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials removed from the project. The cost of said permit(s) shall be included in the price bid for the appropriate bid item and no additional compensation will be allowed therefore. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, those permits required for night work, overload, blasting, and demolition. For private contracts, the Contractor shall obtain all permits incidental to the Work or made necessary by its operations, and pay all costs incurred by the permit requirements. The Contractor shall pay all business taxes or license fees that are required for the work. 7-6 THE CONTRACTOR'S REPRESENTATIVE. Before starting work, the Contractor shall designate in writing a representative who shall have complete authority to act for it. An alternative representative may be designated as well. The representative or alternate shall be present at the Work site whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the Work, persons, or property. Any order or communication given to this representative shall be deemed delivered to the Contractor. A joint venture shall designate only one representative and alternate. In the absence of the Contractor or its representative, instructions or directions may be given by the Engineer to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Contractor or its representative. In order to communicate with the Agency, the Contractor's representative, superintendent, or person in charge of specific work shall be able to speak, read, and write the English language. 7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essential work by others. The Agency, its workers and contractors and others, shall have the right to operate within or adjacent to the Work site during the performance of such work. The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their operations and cooperate to minimize interference. The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others. The Contractor will not be entitled to additional compensation from the Agency for damages resulting from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work. Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the effect on the project, and any extension of time. 7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies during the relocation or construction of their lines. The Contractor may be granted a time {'\ •+' Revised 1/30/13 Contract No. 6608 Page 86 of 135 extension if, in the opinion of the Engineer, a delay is caused by the utility company. No additional compensation will be made to the Contractor for any such delay. 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. When required by the Plans or Specifications, the Contractor shall furnish and operate a self- loading motor sweeper with spray nozzles at least once each working day for the purpose of keeping paved areas acceptably clean wherever construction, including restoration, is incomplete. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor's Bid. Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned. Excess excavation material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping. Failure of the Contractor to comply with the Engineer's cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension. Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to preserve the health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout the duration of the Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her sole discretion, are necessary to preserve the health, safety and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. 7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time, and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations. l'\ •+' Revised 1/30/13 Contract No. 6608 Page 87 of 135 7-8.4 Sanitation. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps. Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities, sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not be permitted to flow in trenches or be covered by backfill. 7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and remove all temporary light, power, and water at its own expense. These include piping, wiring, lamps, and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency concerned. The Contractor shall obtain a construction meter for water used for the construction, plant establishment, maintenance, cleanup, testing and all other work requiring water related to this contract. The Contractor shall contact the appropriate water agency for requirements. The Contractor shall pay all costs of temporary light, power and water including hookup, service, meter and any, and all, other charges, deposits and/or fees therefore. Said costs shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.6 Water Pollution Control. The Contractor shall exercise every reasonable precaution to protect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule operations so as to minimize or avoid muddying and silting of said channels, drains, and waters. Water pollution control work shall consist of constructing those facilities which may be required to provide prevention, control, and abatement of water pollution. The Contractor shall comply with the California State Water Resources Control Board (SWRCB) Order Number R-9-2015-0100, Construction General Permit and amendments thereto, Waste Discharge Requirements (WDR's) for Discharges of Stormwater Runoff associated with Construction Activity (General Permit) and subsequent adopted modifications and with all requirements of the Storm Water Pollution Prevention and Monitoring Plans for this project in accordance with these regulations. 7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic concrete, or other acceptable material will be permitted when necessary. Such dams shall be removed from the site as soon as their use is no longer necessary. 7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The Contractor shall repair or replace all existing improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a portion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. l' •+' Revised 1/30/13 Contract No. 6608 Page 88 of 135 Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with 307-1.5. Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to Contractor's operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and covered with suitable mulch. The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-1 0.1 Traffic and Access. The Contractor's operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided. Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer. Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossings of the Work at intervals not exceeding 90 m (300 feet), shall be maintained unless otherwise approved by the Engineer. Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to the extent that safe access may be provided, and the street is opened to local traffic, the Contractor shall immediately clear the street and driveways and provide and maintain access. The Contractor shall cooperate with the various parties involved in the delivery of mail and the collection and removal of trash and garbage to maintain existing schedules for these services. Grading operations, roadway excavation and fill construction shall be conducted by the Contractor in a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic. Unless otherwise authorized, work shall be performed in only one-half the roadway at one time. One half shall be kept open and unobstructed until the opposite side is ready for use. If one-half a street only is being improved, the other half shall be conditioned and maintained as a detour. The Contractor shall schedule the work so as to prevent damage by all traffic, including but not limited to mail delivery. The Contractor shall not schedule work so as to conflict with trash pickup. l' •+' Revised 1/30/13 Contract No. 6608 Page 89 of 135 The trash hauling schedule can be obtained by calling the City's contracted waste disposal company, Coast Waste Management at 929-9417. During overlay operations, the Contractors schedule for overlay application shall be designated to provide residents and business owners whose streets are to be overlaid sufficient paved parking within an 800 foot distance from their homes or businesses. Seventy-two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impending disruption. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified. The notification shall be hand delivered and shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Contractor's permanent office or field office and the other number shall be a 24-hour number answered by someone who is knowledgeable about the project. At least one of the phone numbers shall be in the (760) area code. An answering machine shall not be connected to either number. The notification shall also give a brief description of the work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall submit the contents of the notification to the Engineer for approval. Notices shall not be distributed until approved by the Engineer. For residences, the notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 3-1/2 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65 lb. card stock. The printing on the notice shall be no smaller than 12 point. An example of such notice is provided in Appendix "A" & "8". In addition to the notifications, the contractor shall post no parking signs 72 hours in advance of the work being performed. The no parking signs shall state the date and time of parking restriction for a duration not to exceed the time necessary to complete the work at that location. Failure of the contractor to meet the posted date requires re-posting the no parking signs 72 hours in advance of the rescheduled work. If the work is delayed or rescheduled the no parking signs shall be removed and re-posted 72 hours in advance of the rescheduled work. The preparation, materials, printing and distribution of the notifications shall be included in the contract price bid for traffic control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices. The contractor shall replace all street markings and striping damaged by construction activities. The Contractor shall include in its Bid all costs for the above requirements. 7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways for more than 5 days after unloading. All materials or equipment not installed or used in construction within 5 days after unloading shall be stored elsewhere by the Contractor at its expense unless authorized additional storage time. {"\ •+' Revised 1/30/13 Contract No. 6608 Page 90 of 135 Construction equipment shall not be stored at the Work site before its actual use on the Work nor for more than 5 days after it is no longer needed. Time necessary for repair or assembly of equipment may be authorized by the Engineer. Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets unless otherwise permitted. After placing backfill, all excess material shall be removed immediately from the site. 7-10.3 Street Closures, Detours, Barricades. The Contractor shall comply with all applicable State, County, and City requirements for closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flag persons, and watchpersons. The Contractor shall be responsible for compliance with additional public safety requirements which may arise. The Contractor shall furnish and install signs and warning devices and promptly remove them upon completion of the Work. After obtaining the Engineers approval and at least 5 working days before closing, detouring, partially closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the following: 1) The Engineer ................................................................................ . 2) Carlsbad Fire Department Dispatch .............................................. . 3) Carlsbad Police Department Dispatch .......................... ~ ................ . 4) Carlsbad Traffic Signals Maintenance (extension 2937) ................ . 5) Carlsbad Traffic Signals Operations .............................................. . 6) North County Transit District ......................................................... . 7) Waste Management ...................................................................... . (760) 602-2720 (760) 931-2197 (760) 931-2197 (760) 438-2980 (760) 602-2752 (760) 967-2828 (760) 929-9400 The Contractor shall comply with their requirements. The Contractor shall obtain the Engineer's written approval prior to deviating from the requirements of 2) through, and including, 7) above. The Contractor shall obtain the written approval no less than five working days prior to placing any traffic control that affects bus stops. The Contractor shall secure approval, in advance, from authorities concerned for the use of any bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with signs and posting conforming to current requirements covering "signs" as set forth in the Traffic Manual published by the California Department of Transportation. This manual shall also apply to the street closures, barricades, detours, lights, and other safety devices required. All costs involved shall be included in the Bid. Traffic controls shall be in accordance with the plans, The California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as amended for use in California) and these provisions. If any component in the traffic control system is damaged, displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location. In the event that the Contractor fails to install and/or maintain barricades or such other traffic signs, markings, delineation or devices as may be required herein, the Engineer may, at his/her sole option, install the traffic signs, markings, delineation or devices and charge the Contractor twenty dollars ($25.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility, whichever is the greater. {'\ •+' Revised 1/30/13 Contract No. 6608 Page 91 of 135 7-10.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control devices shall be maintained throughout the duration of work in good order and according to the approved traffic control plan. All construction area signs shall conform to the provisions of Section 206-7.2 et seq. All temporary reflective pavement markers shall conform to the provisions of Section 214-5.1.et seq. All temporary reflective channelizers shall conform to the provisions of Section 214-5.2 et seq. All paint for temporary traffic striping, pavement marking, and curb marking shall conform to the provisions of Section 210-1.6 et seq. except that all temporary paint shall be rapid dry water borne conforming to Section 210-1.6 for materials and Section 310-5 et seq. For workmanship. Warning and advisory signs, lights and devices installed or placed to provide traffic control, direction and/or warning shall be furnished, installed and maintained by the Contractor. Warning and advisory signs, lights and devices shall be promptly removed by the Contractor when no longer required. Warning and advisory signs that remain in place overnight shall be stationary mounted signs. Stationary signs that warn of non-existent conditions shall be removed from the traveled way and from the view of motorists in the traveled way or shielded from the view of the traveling public during such periods that their message does not pertain to existing conditions. Care shall be used in performing excavation for signs in order to protect underground facilities. All excavation required to install stationary construction area signs shall be performed by hand methods without the use of power equipment. Warning and advisory signs that are used only during working hours may be portable signs. Portable signs shall be removed from the traveled way and shielded from the view of the traveling public during non-working hours. During the hours of darkness, as defined in Division 1, Section 280, of the California Vehicle Code, portable signs shall be illuminated or, at the option of the Contractor, shall be in conformance with the provisions in Section 206-7.2 et seq. If illuminated traffic cones rather than post-type delineators are used during the hours of darkness, they shall be affixed or covered with reflective cone sleeves as specified in CAL TRANS "Standard Specifications", except the sleeves shall be 7" long. Personal vehicles of the Contractor's employees shall not be parked within the traveled way, including any Section closed to public traffic. Whenever the Contractor's vehicles or equipment are parked on the shoulder within 6' of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at not less than 25' intervals to a point not less than 25' past the last vehicle or piece of equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A W20-1 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a signpost or telescoping flag tree with flags. The signpost or flag tree shall be placed where directed by the Engineer. 7-10.3.2 Maintaining Traffic. The Contractor's personnel shall not work closer than 6', nor operate equipment within 2' from any traffic lane occupied by traffic. For equipment the 2' shall be measured from the closest approach of any part of the equipment as it is operated and/or maneuvered in performing the work. This requirement may be waived when the Engineer has given written authorization to the reduction in clearance that is specific to the time, duration and location of such waiver, when such reduction is shown on the traffic control plans included in these contract documents, when such reduction is shown on the traffic control plans prepared by the Contractor and approved by the Engineer or for the work of installing, maintaining and removing traffic control devices. As a condition of such waiver the Engineer may require the Contractor to detour traffic, adjust the width of, or realign the adjacent traffic lane, close the adjacent traffic lane or provide barriers. During the entire construction, a minimum of one 12' wide lane, except Highland Drive where minimal lane width is 1 0' wide, shall be open for use by public traffic in each direction of travel. l' •+' Revised 1/30/13 Contract No. 6608 Page 92 of 135 7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing traffic lanes or pedestrian walkways in accordance with the details shown on the plans, California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1 , as amended for use in California) and provisions under "Maintaining Traffic" elsewhere in these Provisions. The provisions in this section will not relieve the Contractor from its responsibility to provide such additional devices or take such measures as may be necessary to maintain public safety. When lanes are closed for only the duration of work periods, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder at the end work period. If the Contractor so elects, said components may be stored at selected central locations, approved by the Engineer, within the limits of the right-of-way. 7-10.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic stripe operations, traffic shall be controlled with lane closures, as provided for under "Traffic Control System for Lane Closure" of these Supplemental Provisions or by use of an alternative traffic control plan proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic striping operations using an alternative plan until the Contractor has submitted its plan to the Engineer and has received the Engineer's written approval of said plan. 7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished, placed, maintained and removed in accordance with the minimum standards specified in the California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003, as amended for use in California) published by CALTRANS. Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall be provided at all times for traveled ways open to public traffic. All work necessary, including any required lines or marks, to establish the alignment of temporary pavement delineation shall be performed by the Contractor. When temporary pavement delineation is removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed by grinding. Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other temporary pavement delineation. Temporary pavement delineation shall be maintained until superseded or replaced with permanent pavement delineation. Temporary pavement delineation shall be removed when, as determined by the Engineer, the temporary pavement delineation conflicts with the permanent pavement delineation or with a new traffic pattern for the area and is no longer required for the direction of public traffic. When temporary pavement delineation is required to be removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed. 7-10.3.6 Preparation of New, or Modifications and Additions to Existing, Traffic Control Plan Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included in the project plans, or if the Contractor elects to modify TCP included in the project plans, the Contractor shall have such new or modified TCP prepared and submitted as a part of the Work for any and all construction activities that are located within the traveled way. The Contractor shall have TCP prepared and submitted as a part of the Work for any construction activities that are a part of this project that are not included in the project plans. The Contractor must submit the TCP for the Engineer's review in conformance with the requirements of Section 2-5.3, et seq. and obtain the Engineer's approval of the TCP prior to implementing them. The minimum 20-day review period specified in Section 2-5.3.1 for shop drawings and submittals shall pertain to each t' •+" Revised 1/30/13 Contract No. 6608 Page 93 of 135 submittal of TCP, new, modified or added to, for the Engineer's review. New or revised TCP submittals shall include all TCP needed for the entire duration of the Work. Each phase of the TCP shall be shown in sufficient scale and detail to show the lane widths, transition lengths, curve radii, stationing of features affecting the traffic control plan and the methodology proposed to transition to the subsequent TCP phase. When the vertical alignment of the traveled surface differs from the finished pavement elevation vertical curves must also be shown. 7-10.3.7 Payment. The Contractor shall provide traffic control at the contract lump sum price bid. The contract lump sum price paid for "traffic control" shall include full compensation for furnishing all labor (including flagging costs), materials (including signs), tools, equipment and incidentals, and for doing all the work involved in preparation, reproduction and changing of traffic control plans, placing, applying traffic stripes and pavement markers with bituminous adhesive, removing, storing, maintaining, moving to new locations, replacing, and disposing of the components of the traffic control system as shown on the plans and approved additions and modifications, as specified in these supplemental provisions, and as directed by the Engineer. All expenses and time to prepare and review modifications, additions, supplements and/or new TCP designs shall be included in the lump sum bid for traffic control and no additional payment will be made therefore. Flagging costs will be paid for as a part of the Lump Sum Amount for "Traffic Control." The cost of labor and material for portable concrete barriers will be paid for at the unit price bid. When there is no bid item the cost of labor and material for portable concrete barriers they will be paid as an incidental to the work being performed and no additional payment will be made therefore. Progress payments for "Traffic Control" will be based on the percentage of the improvement work completed. 7-10.4 Safety. 7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers' protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer. Payment for performing all work necessary to provide safety measures shall be included in the prices bid for other items of work except where separate bid items for excavation safety are provided, or required by law. 7-1 0.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the Engineer, or as otherwise stated in the Specifications. Explosives shall be handled, used, and stored in accordance with all applicable regulations. The Engineer's approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations. l' •+' Revised 1/30/13 Contract No. 6608 Page 94 of 135 7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous substances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Section 5194 of the California Code of Regulations shall be requested by the Contractor from the manufacturer of any hazardous products used. Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label. The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions. 7-10.4.4 Confined Spaces. (a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administering and maintaining a confined space entry program (CSEP) in accordance with Sections 5156, 5157 and 5158, Title 8, CCR. Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following: 1. Training of personnel 2. Purging and cleaning the space of materials and residue 3. Potential isolation and control of energy and material inflow 4. Controlled access to the space 5. Atmospheric testing of the space 6. Ventilation of the space 7. Special hazards consideration 8. Personal protective equipment 9. Rescue plan provisions The Contractor's submittal shall include the names of its personnel, including subcontractor personnel, assigned to the project who will have CSEP responsibilities, their CSEP training, and their specific assignment and responsibility in carrying out the CSEP. (b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in Section 5157, Title 8, CCR may be required as a part of the Work. All manholes, tanks, vaults, pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit- required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall implement a permit space program prior to performing any work in a permit-required confined space. A copy of the permit shall be available at all times for review by Contractor and Agency personnel at the Work site. (c) Payment. Payment for implementing, administering, and providing all equipment and personnel to perform the CSEP shall be included in the bid items for which the CSEP is required. 7-10.4.5 Safety and Protection of Workers and Public. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. The l' •+' Revised 1/30/13 Contract No. 6608 Page 95 of 135 Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and public, and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials. 7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or royalties on any patented article or process furnished or used in the Work. The Contractor shall indemnify and hold the Agency harmless from any legal action that may be brought for infringement of patents. 7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, architects, or engineers may be displayed on removable signs. The size and location shall be subject to the Engineer's approval. Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences, canopies, or barricades. 7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National laws and County and Municipal ordinances and regulations which in any manner affect those employed in the Work or the materials used in the Work or in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with such laws, ordinances, and regulations. Municipal ordinances that affect this work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract. 7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides: "In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or subcontract. The assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment of the parties." l'\ •+' Revised 1/30/13 Contract No. 6608 Page 96 of 135 SECTION 8-FACILITIES FOR AGENCY PERSONNEL 8-1 GENERAL. Field facilities for Agency personnel are not required. {'\ •+' Revised 1/30/13 Contract No. 6608 Page 97 of 135 SECTION 9-MEASUREMENT AND PAYMENT 9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK. 9-1.1 General. Unless otherwise specified, quantities of work shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along longitudinal axis. Unless otherwise provided in Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension. The planimeter shall be considered an instrument of precision adapted to measurement of all areas. 9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis of measurement shall be measured in accordance with methods stipulated in the particular sections involved. 9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster's certificates showing actual net weights. The Agency will accept the certificates as evidence of weights delivered. 9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures. 9-2 LUMP SUM WORK. Items for which quantities are indicated "Lump Sum", "L.S.", or "Job", shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of work and all work appurtenant thereto. When required by the Specifications or requested by the Engineer, the Contractor shall submit to the Engineer within 15 days after award of Contract, a detailed schedule in triplicate, to be used only as a basis for determining progress payments on a lump sum contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently detailed as to satisfy the Engineer that it correctly represents a reasonable apportionment of the lump sum. 9-3 PAYMENT 9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to the Contractor will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1. The unit and lump sum prices to be paid shall be full compensation for the items of work and all appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals. Payment will not be made for materials wasted or disposed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after it l' •+' Revised 1/30/13 Contract No. 6608 Page 98 of 135 has been placed, and material placed outside of the Plan lines. No compensation will be allowed for disposing of rejected or excess material. Payment for work performed or materials furnished under an Assessment Act Contract will be made as provided in particular proceedings or legislative act under which such contract was awarded. Whenever any portion of the Work is performed by the Agency at the Contractor's request, the cost thereof shall be charged against the Contractor, and may be deducted from any amount due or becoming due from the Agency. Whenever immediate action is required to prevent injury, death, or property damage, and precautions which are the Contractor's responsibility have not been taken and are not reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability. Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such payment be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the Contract which may be damaged, lost, stolen or otherwise degraded in any way prior to acceptance of the Work, except as provided in Section 6- 10. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the "Notice of Completion." If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor's failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws. At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and retained by the Agency will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the Agency's payment procedure. Each month, the Engineer will make an approximate measurement of the work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar days after the closure date. Five (5) working days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor's l' •f' Revised 1/30/13 Contract No. 6608 Page 99 of 135 information. Should the Contractor assert that additional payment is due, the Contractor shall within ten (1 0) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than seven (7) days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within thirty (30) days after receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure. From each progress estimate, 10 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. After 50 percent of the Work has been completed and if progress on the Work is satisfactory,· the deduction to be made from remaining progress estimates and from the final estimate may be limited to $500 or 10 percent of the first half of total Contract amount, whichever is greater. No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9. As provided in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the Contract. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the contract bid item and change order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate. The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make written statement disputing any bid item or change order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 calendar days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 3-5, Disputed Work. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of {'\ •+' Revised 1/30/13 Contract No. 6608 Page 100 of 135 the Contractor's claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items. 9-3.2.1 Payment for Claims. Except for those final payment items disputed in the written statement required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written statement by the Contractor no later than the date of receipt of the final payment estimate. Those final payment items disputed in the written statement required in Section 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this contract including Sections 3-4 Changed Conditions, 3-5 Disputed Work, 6:-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor's daims and it will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying the claims. Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall proceed with informal dispute resolution under Section 3-5, Disputed Work, for those claims remaining in dispute. 9-3.3 Delivered Materials. When provided for in the Specifications, and subject to the limitation and conditions therein, the cost of materials and equipment delivered but not incorporated into the Work will be included in the progress estimate. 9-3.3.1 Delivered Materials. The cost of materials and equipment delivered but not incorporated into the work will not be included in the progress estimate. 9-3.4 Mobilization. When a bid item is included in the Proposal form for mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be included in the other items of work. 9-3.4.1 Mobilization and Preparatory Work. The Contract lump-sum price paid for mobilization shall not exceed twenty thousand dollars ($20,000.00), and includes full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the work involved in mobilization and preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct work on and off the project site and other offsite facilities necessary for work on the project; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work on various contract items on or off the project site, excepting those specifically paid for under separate sections of these specifications. The Contractor hereby agrees that the stipulated lump sum amount is sufficient for Mobilization and Preparatory Work, as described in this section, and that the {'\ •+' Revised 1/30/13 Contract No. 6608 Page 101 of 135 Contractor shall have no right to additional compensation for Mobilization and Preparatory Work. Progress payments for Mobilization and Preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed}, forty percent (40%) of the amount bid for Mobilization and Preparatory Work will be allowed. For the second progress payment, an additional sixty percent (60%) of the amount bid for mobilization and preparatory work will be allowed therefore. · 9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his expense. Bid Item Descriptions: Schedule "A" Mobilization {not to exceed $20,000) (Bid Item No.1) Lump Sum Mobilization shall consist of all preparatory work and operations which must be performed or costs incurred prior to beginning work on the various Contract items on all project sites. Mobilization shall include but not be limited to the following items: 1. Obtaining and paying for all required Bonds, Insurance Policies (including premiums and incidentals), and Permits if applicable. 2. Submittal of required materials and shop drawings construction schedule{s) and 3-week look ahead schedule. 3. Establishment of al1 offices, buildings, construction yards, fencing, sanitary facilities, and any other facilities necessary for work at all project sites. 4. Posting all OSHA required notices and establishment of safety programs. 5. The movement of personnel, equipment, supplies, and incidentals to all project sites. 6. Developing and installing construction water supply. 7. Notification of residents and businesses. The deletion of work or the addition of extra work as provided for herein shall be reflected in Contract Change Orders, and shall not affect the price paid for "Initial Mobilization." Payment for "Mobilization" will be made at the unit price bid, which shall constitute full compensation for all such work. Payment for Initial Mobilization will be made as follows: The total price bid for mobilization and related items shall not exceed $20,000. The contract unit price paid for mobilization shall include full compensation for furnishing all labor, materials, tool, equipment, the cost of all bonds and insurance policies, and incidentals, and for doing the work involved in mobilization as specified herein. l' •+' Revised 1/30/13 Contract No. 6608 Page 102 of 135 Progress payments for Mobilization and Preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%) of the amount bid for Mobilization and Preparatory Work will be allowed. For the second progress payment, an additional sixty percent (60%) of the amount bid for mobilization and preparatory work will be allowed therefore. Potholing and Utility Coordination (Bid Item No. 2) Lump Sum The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing exploratory excavation at utility connections and crossings and at connections prior to construction, including but not limited to excavating, backfilling, pavement restoration, traffic control, and permitting. The contract unit price paid shall be considered full compensation for furnishing all materials, labor, tools, equipment, and all incidentals, necessary to complete the work in accordance with the General Provisions, the Special Provisions, Standard Specifications, plans and as directed by the Engineer. Water Pollution Plan, Preparation and Implementation (Bid Item No. 3) Lump Sum The contract lump sum price paid for the SWPPP work shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in developing, preparing, obtaining approvals, revising and amending the SWPPP, and installing, construction, maintaining, removing and disposing of BMPs as shown in the SWPPP, and as directed by the Engineer, and no additional payment will be made therefor. A Tier 1 construction SWPPP Template is available on the City Website. A sample is included in Appendix "C". Implementation of the Tier 1 construction SWPPP shall include daily street sweeping. Payment for preparation, implementation and monitoring of the SWPPP shall be included in the lump sum price bid; payment will be made on a basis of the percentage of work completed on the entire project. Utility Relocations not Shown on Plans and as required by Engineer per General Provisions Section 3-3 (Bid Item No.4) Stipulated Not to Exceed The contract stipulated lump sum price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in providing and installing utility relocations not shown on plans and as required by engineer. The contract stipulated lump sum price paid shall be considered full compensation for furnishing all materials, labor, tools, equipment, and all incidentals, necessary to complete the work in accordance with the General Provisions, the Special Provisions, Standard Specifications, plans and as directed by the Engineer. Dewatering (Bid Item No. 5) Stipulated Not to Exceed The stipulated amount of $10,000 shall compensate the Contractor for dewatering as required by the Engineer. Compensation will be per Section 3-3 Extra Work and will be based on services performed that were not included in the original contract. Services may include and not be limited to furnish and maintain equipment and devices necessary to remove and maintain the project site free of groundwater in accordance with Section 306-1.1.8, plan details, and the contract documents. This includes, but is not limited to, furnishing all labor, materials, and equipment to dewater the pipeline trench during construction, prepare dewatering plan, pretreatment devices, and no additional compensation will be allowed therefor. Record Drawings (Bid Item No. 6) Linear Sum The contract lump sum price paid for record drawings require that the Contractor shall provide and keep up-to-date a complete "as-built" record set of blue-line prints, which shall be corrected l" •+' Revised 1/30/13 Contract No. 6608 Page 103 of 135 in red daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, underground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be used only as a record set and shall be delivered to the Engineer per section 2-5.3 Submittals within ten (1 0) days of completion of the work. Post construction CCTV Inspection and DVD (Bid Item No. 7) The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing post construction CCTV inspection of the newly constructed pipelines in accordance with these contract documents. This includes and is not limited to cleaning pipeline, providing equipment, camera set-up, taping, printout of pipeline condition and delivery of DVD, and no additional compensation will be allowed therefor. Temporary Traffic Control (Bid Item No. 8) Lump Sum The Contract lump sum price paid for the temporary traffic control system shall include full compensation for, but not limited to, design and approval of traffic control plans, obtaining a "no cost" right-of-way permit from the city, furnishing all labor (including flagging costs), materials (including construction area signs), tools, equipment, traffic control plans, and incidentals, and for doing all the work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control including lights, channelizers (surface mounted), temporary railing (Type K) markers, delineators, temporary striping and pavement marking, barricades, portable flashing beacons, flashing arrow signs, portable changeable message signs, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer. Demolition (Bid Item No. 9) Lump Sum The contract lump sum price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in the demolition work including demolishing and disposing the existing asphalt concrete pavement, aggregate base material, curb, sidewalk and gutter aprons. This item includes removal of all demolished materials including hauling and disposal fees. The contract lump sum price paid shall be considered full compensation for furnishing all materials, labor, tools, equipment, and all incidentals, necessary to complete the work in accordance with the General Provisions, the Special Provisions, Standard Specifications, plans and as directed by the Engineer. Remove and Replace curb, gutter (Bid Item No. 1 0) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to remove, dispose and replace curb and gutter in accordance with Section 306-1, the detail on the plans and San Diego Regional Standard Drawing G-2, and the contract documents. This includes, but is not limited to, surveying, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement adjacent to gutter, and no additional compensation will be allowed therefor Construct Type A-4 Storm Drain Cleanout per SDRSD D-9 (Bid Item No. 11) Each The contract unit price paid for this bid item shall constitute full compensation to furnish and install Type A-4 Cleanout in accordance with Section 306-1, the detail on the plans and San Diego Regional Standard Drawing D-9, and the contract documents. This includes, but is not limited to, survey, connections, excavation, forming, backfill, base material, compaction, {'\ •+' Revised 1/30/13 Contract No. 6608 Page 104 of 135 sawcutting, and removing and replacing pavement, and no additional compensation will be allowed therefor. Construct Type B Storm Drain Clean out per SDRSD D-1 0 (Bid Item No. 12) Each The contract unit price paid for this bid item shall constitute full compensation to furnish and install Type B Clean out in accordance with Section 306-1 , the detail on the plans and San Diego Regional Standard Drawing D-10, and the contract documents. This includes, but is not limited to, survey, connections, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement, and no additional compensation will be allowed therefor. Construct 30" and 18' RCP storm drain pipeline (Bid Item Nos. 13 and 14) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to furnish and install the 30-inch reinforced concrete storm drain pipeline (D-1600) and 18-inch reinforced concrete storm drain pipeline (D-2000) in accordance with Sections 207-2 and 306-1, the plans and contract documents. This includes, but is not limited to, surveying, locating utilities, trenching, support of existing utilities, trench plates, backfill, compaction, resurfacing, AC paving, aggregate base, connecting to existing storm drain system including the existing cleanout, removing and replacing landscape and irrigation damaged or removed for construction, CCTV inspection and DVD (This includes, but is not limited to cleaning pipeline, providing equipment, camera set-up, taping, printout of pipe condition, and delivery of DVD) and no additional compensation will be allowed therefor. Construct Type B-2 Curb Inlet per SDRSD D-2 (L=16') (Bid Item No. 15) Each The contract unit price paid for this bid item shall constitute full compensation for all work needed to remove existing curb inlet, furnish and install Type B-2 curb inlet including Bioclean inlet filter (or approved equal) in accordance with Section 303-1, the detail on the plans and San Diego Regional Standard Drawing D-,2 and the contract documents. This includes, but is not limited to, survey, excavation, forming, PCC, backfill, base material, compaction, sawcutting, installation of Bioclean Catch Basin Device per Appendix F and no additional compensation will be allowed therefor. Construct Type A 2 Curb Inlet per SDRSD D-1 (L=16") (Bid Item No. 16) Each The contract unit price paid for this bid item shall constitute full compensation to furnish and install Type A Cleanout in accordance with Section 306-1, the detail on the plans and San Diego Regional Standard Drawing D-1, and the contract documents. This includes, but is not limited to, surveying, connections, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement, and no additional compensation will be allowed therefor. Construct Type A Curb Inlet per SDRSD D-1 (Bid Item No. 17) Each The contract unit price paid for this bid item shall constitute full compensation to furnish and install Type A Cleanout in accordance with Section 306-1, the detail on the plans and San Diego Regional Standard Drawing D-1, and the contract documents. This includes, but is not limited to, surveying, connections, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement, and no additional compensation will be allowed therefor. Construct Type B Curb Inlet (Bid Item No.-18) Each The contract unit price paid for this bid item shall constitute full compensation to furnish and install Type B Curb Inlet in accordance with Section 306-1, the detail on the plans and San Diego Regional Standard Drawing D-2, and the contract documents. This includes, but is not limited to, surveying, connections, excavation, forming, backfill, base material, compaction, sawcutting, and l"\ tiff' Revised 1/30/13 Contract No. 6608 Page 105 of 135 removing and replacing pavement adjacent to curb inlet, remove and replace curb and gutter and sidewalk, and no additional compensation will be allowed therefor. Raise Storm Drain Manhole to Grade (Bid Item No.-19) Each The contract unit price shall include full compensation for furnishing aH labor, materials, tools, equipment, and incidentals, and for doing all the work involved in raising the storm drain manhole to grade as shown on the contract drawings. The contract unit price paid shall be considered full compensation for furnishing all materials, labor, tools, equipment, and all incidentals, necessary to complete the work in accordance with the General Provisions, the Special Provisions, Standard Specifications, plans and as directed by the Engineer. Trench Resurfacing per City of Carlsbad Standard Drawing GS-26 (Bid Item No. 20) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to furnish and install trench resurfacing in accordance with Sections 203 and 302 and City of Carlsbad Drawing GS- 26, the plans and contract documents. This includes, but is not limited to, surveying, locating utilities, resurfacing, AC paving, and no additional compensation will be allowed therefor. Replace Signing, Striping and Pavement Markers (Bid Item No. 21) Lump Sum The contract lump sum price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in providing and installing all the Signing and Striping including inlet stenciling and refreshing all striping within 200 feet in each direction of the project limits of work. The contract lump sum price paid shall be considered full compensation for furnishing all materials, labor, tools, equipment, and all incidentals, necessary to complete the work in accordance with the General Provisions, the Special Provisions, Standard Specifications, plans and as directed by the Engineer. Demo, Remove and Replace existing sidewalk and driveway (Bid Item No. 22) Cubic Yard The contract unit price paid for this bid item shall constitute full compensation to remove, dispose and replace existing driveway in accordance with Section 303, the detail on the plans and Carlsbad Standard Drawing GS-12 and GS-20, and the contract documents. This includes, but is not limited to, surveying, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement adjacent to gutter, and no additional compensation will be allowed therefor. Reset Street Survey Monument per SDRSD M-1 0 (Bid Item No. 24) Each The contract unit price shall include full compensation for furnishing ali labor, materials, tools, equipment, and incidentals, and for doing all the work involved in providing and resetting the street survey monuments per SDRSD M-10. The contract unit price paid shall be considered full compensation for furnishing all materials, labor, tools, equipment, and all incidentals, necessary to complete the work in accordance with the General Provisions, the Special Provisions, Standard Specifications, plans and as directed by the Engineer l' •+' Revised 1/30/13 Contract No. 6608 Page 106 of 135 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 2, CONSTRUCTION MATERIALS SECTION 200 -ROCK MATERIALS 200-1 ROCK PRODUCTS Add the following section: 200-1.2.2 Permeable Material. Permeable material shall consist of hard, durable, clean sand, gravel, or crushed stone, and shall be free from organic material, clay balls, or other deleterious substances. Class 1 and Class 2 permeable material shall have a Durability Index of not less than 40. Class 2 Permeable material shall have a Sand Equivalent value of not less than 75. Class 1 permeable material shall conform to the requirements in this section and Table 200- 1.2.2(A). Class 2 permeable material shall conform to the requirements in this section and Table 200-1.2.2(8). When permeable material is required and the class or kind is not specified, Class 1 permeable material shall be used. The alternative gradings within Class 1 permeable material are identified by types. Unless otherwise shown on the plans the Contractor will be permitted to furnish and place any one of the types provided for this class. The percentage composition by mass of permeable material in place shall conform to the gradings in Tables 200-1.2.2(A) and 200-1.2.2(8). Sieve Sizes 50-mm (2") 37.5-mm (1 1h") 19-mm eh") 12.5-mm Ch") 9.5-mm (%") 4. 75-mm (No. 4) 2.36-mm (No. 8) 75-j.lm (no. 200) Sieve Sizes 25-mm (1") 19-mm e/4") 9.5-mm (%") 4.75-mm (No.4) 2.36-mm (No. 8) 600-l.lm (No. 30) 300-j.lm (No. 50) 75-j.lm (no. 200) t' •+i Revised 8/10/1 0 TABLE 200-1.2.2(A) CLASS 1 PERMEABLE MATERIAL Percentage Passing Type A --- --- 100 95-100 70-100 0-55 0-10 0-3 TABLE 200-1.2.2(B) CLASS 2 PERMEABLE MATERIAL Percentage Passing 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 ? Contract No. 6608 Type 8 100 95-100 50-100 --- 15-55 0-25 0-5 0-3 Page 107 of 135 SECTION 201 -CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE TABLE 201-1.1.2(A) Modify as follows: TABLE 201-1.1.2(A) <3l PORTLAND CEMENT CONCRETE Type of Construction Concrete Class All Concrete Used Within the Right-of-Way 330-C-23 (560-C-3250) <1l Trench Backfill Slurry 115-E-3 (190-E-400) Street Light Foundations and Survey Monuments 330-C-23 (560-C-3250) Traffic Signal Foundations 350-C-27 (590-C-3750) Concreted-Rock Erosion Protection 31 0-C-17 (520-C-2500P) Maximum Slump mm (Inches) (2) 200 (8") 100 (4") 100 (4") per Table 300-11.3.1 (1) Except that concrete requ1red to be of higher strength by Table 201-1.1.2(A) SSPWC shall be as per Table 201-1.1.2(A) SSPWC. (2) As per Table 201-1.1.2(A) SSPWC. (3) Portions of Table 201-1.1.2(A) of the Standard Specifications for Public Works Construction not shown herein as changed are not affected by this table. 201-1.2 Materials. 201-1.2.4 Chemical Admixtures. (e) Air-Entraining Admixtures. Substitute the following: The air content shall not deviate from the percentage specified or permitted by more than 1-1/2 percentage points. The air content of freshly mixed concrete will be determined by California Test Method No. 504. 201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS 201-3.4 Type "A" Sealant {Two-Part Polyurethane Sealant). Add the following: All finished concrete surfaces shall have a %" continuous expansion joint at locations indicated on the plans and notes and shall be located either parallel to perpendicular to the curb line. When not otherwise indicated, all expansion joints located adjacent to colored concrete shall be sealant Type "A" and colored to match the color of the concrete surface. Contractor shall provide joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. Contractor shall submit product data from the manufacturer of each joint sealant product required, including instructions for joint preparation and joint sealer application. Contractor shall also submit samples for initial selection purposes in form of manufacturer's standard bead samples, consisting of strips of actual products showing full range of colors available, for each product l' •fi' Revised 8/1 0/1 0 Contract No. 6608 Page 108 of 135 exposed to view. Samples shall be submitted to Engineer. Submit complete schedule of type (and location where type is to be used) of each sealant. Contractor shall engage an experienced installer who has completed joint sealant applications similar in material, design and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. Provide color selections made by Engineer from manufacturer's full range of standard colors for products of type indicated. Sealant color parallel to curbline shall match color of Paving Treatment Type "A" as specified in Section 201-1.2.4(a) of these Special Provisions. Joint sealants shall be multi-component polyurethane sealant. Except as otherwise indicated, provide manufacturer's standard, non-modified, 2-or-more-part, polyurethane-based, elastomeric sealant; complying with either ASTM-C-920-87, Type M, Grade P, Class 25, or FS TT-S 0227E Class A, non-sag, Type II. Acceptable Products: "Sonneborn NPII"; Sonneborn Building Products Division; "Scofield Lithoseal Trafficalk 3-G", L.M. Scofield Company; or equivalent, as approved by the Engineer. Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Plastic foam joint fillers shall be preformed, compressible, resilient, nonstaining, nonwaxing, nonextruding strips of flexible plastic foam either open-cell polyurethane foam or closed-cell polyethylene foam, subject to approval of sealant manufacturer, for cold-applied sealants only. Polystyrene foam is not acceptable. 201-3.7 Type "D" Joint Sealant. Add the following: Hot-melt rubberized asphalt shall be in solid form at room temperature and fluid at an application temperature of 190°C (375°F) to 205°C (400°F). Fumes from the material shall be non-toxic. Sealant shall be suitable for use in both asphalt concrete and portland cement concrete. Performance characteristics of the cured hot- melt rubberized asphalt shall be as per Table 201-3.7(A). TABLE 201-3. 7(A) CURED HOT -MELT RUBBERIZED ASPHALT Property Measuring Standard (ASTM Results Conditions Designation) Cone Penetration ASTM D 3407, Sec. 5 3.5 mm, max. 25°C, 150 g, 5 s Flow, 60°C ASTM D 3407, Sec. 6 5 mm, max. Resilience ,ASTM D 3407, Sec. 8 25%, min. 25°C Softenin_g Point, ASTM D 36 82 oc, min. Ductility, ASTM D 113 300 mm, min. 25°C, 50 mm/min Flash Point, COC, oc ASTM D 92 288 °C, min. Viscosity, Brookfield ASTM D4402 2.5-3.5 Pa·s No. 27 Spindle, Thermosel, rpm, 190°C, •'\ f.~ Revised 8/10/1 0 Contract No. 6608 Page 109 of 135 20 SECTION 203 -BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. 203-6.2.1 Acceptance. Wet Mix or Core sampled asphalt concrete will be considered in conformance with the mix design when the Asphalt Binder content is within +/-0.5% of the design mix and the gradation conforms to the grading as shown in Table 203-6.4.3 (A). Deviations in gradation may be considered in conformance with the mix design provided the stability of the completed mix complies with the requirements for Stabilometer Value per Table 203-6.4.3 (A) Plant inspected asphalt concrete will be considered in conformance with the mix design when visually inspected and the combined gradation of the Bin samples show conformance to the grading as shown in Table 203-6.4.3 (A). 203-6.4 Asphalt Concrete Mixtures. Add the following: Conventional Asphalt concrete shall be class C2-PG64-10-RAP for surface course, and B-PG64-10-RAP for base course. Asphalt concrete shall be class 02-PG?0-10 for dikes and class E-PG?0-10 ditches. 203-6.4.3 Composition and Grading. Add the following: Evaluation of asphalt concrete shall be determined from samples of asphalt concrete taken after completion of all processing (Wet Mix) or by core sample analysis of the in-place asphalt concrete or by direct central plant inspection that confirms the production of a particular mix design and verifies using samples of aggregate taken before the addition of asphalt and mineral filler (Bin). All samples shall be taken in accordance with Calif. Test 125. When Wet Mix or Core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representative and adequate quantity of material for: 1. Asphalt Content and Gradation of Extraction using Calif. Test 382 or ASTM 2172, and Calif. Test 202. 2. Stability using: a. Hveem stability Value using Calif. Tests 304 and 366 shall be the average of three individual Values or b. Marshall Stability1 in accordance with the Asphalt Institute's MS-2 fabricated and tested for traffic volume and shall be the average of three specimens. 10nly use Marshall Stabilitywhen the deviation between individual Hveem StabilometerValues are greater than +/-5. When using core sample analysis, the samples must be properly prepared to safeguard against influx of outside contaminates and so that the cut surfaces do not influence the test results. 203-6.8 Asphalt Concrete Storage. Open graded or Gap graded asphalt concrete stored in excess of 2 hours, and any other asphalt concrete stored in excess of 10 hours, shall not be used in the work . . , \.+' Revised 8/1 0/1 0 Contract No. 6608 Page 11 0 of 135 SECTION 207-GRAVITY PIPE 207-2 REINFORCED CONCRETE PIPE. 207-2.5 Joints. Add the following: When watertight joints are indicated on the plans they shall be of the rubber-gasketed type meeting the requirements of ASTM Standard Specification designations C 361-95 and C 443-94. Pipe designated in the plans as "pressure pipe" or with a 1 00-year hydraulic grade line at or above the soffit shall be bell and groove spigot joint with "0" rings conforming to ASTM C-443 and C- 361 for the limits shown on the plans. Add the following: 207-25 UNDERGROUND UTILITY MARKING TAPE. 207-25.1 Detectable Underground Utility Marking Tape: Detectable Underground Utility Marking Tape shall have a minimum 0.13 mm (0.005") overall thickness, with no less than a 35 gauge (AWG), 0.14 mm aluminum foil core. The foil must be visible from both sides. The layers shall be laminated together with the extrusion lamination process, not adhesives. No inks or printing shall extend to the edges of the tape. All printing shall be encased to avoid ink rub-off. Detectable Underground Utility Marking Tape shall conform to the properties listed in Tables 207- 25(A) and 207-25 (B). TABLE 207-25.1 (A) DETECTABLE UNDERGROUND UTILITY MARKING TAPE PROPERTIES Property Method Value Thickness ASTM 02103 0114 mm (0.0056") Tensile strength ASTM 0882 4500g/cm (25 lbs/inch) (5,500 PSI) Elongation ASTM 0882-88 <50 percent at break Printability ASTM 02578 >50 dynes/square centimeter Flexibility ASTM 0671-81 Pliable hand Inks Manufacturing specifications Heat-set Mylex Message repeat Manufacturing specifications Every 500 mmj20") FoH Manufacturing specifications Dead soft/annealed Top layer Manufacturing specifications Virgin PET Bottom layer Manufacturing specifications Virgin LOPE Adhesives Manufacturing specifications >30 percent, solid 1.5#/R Bond strength Boiling H20 at 100 degrees Celsius Five hours without peel Colors APWACode See Table 207-25.1 (B) TABLE 207-25.1(B) DETECTABLE UNDERGROUND UTILITY MARKING TAPE COLORS Color Utility Marked Red Electric power, distribution, transmission, and municipal electric systems. Yellow Gas and oil distribution and transmission, dangerous materials, product and steam. Orange Telephone and telegraph systems, police and fire communications, and cable television. Blue Water systems. Green Sanitary and storm sewer systems, nonpotable. Brown Force mains. Purple Reclaimed water lines. {'\ •fi' Revised 8/1 0/1 0 Contract No. 6608 Page 111 of 135 207-25.2 Materials Approvals. Detectable Underground Utility Marking Tape shall meet the requirements of each of the following agency/association publications. A. Department of Transportation, Materials Transportation Bureau, Office of Pipeline Safety. USAS code for pressure piping B31.8, paragraph 192.321 (e). B. National Transportation Safety Board, Washington, DC, Special Study Prevention of Damage to Pipelines. Adopted June 7, 1974. Report NTSB-PSS-73-1. C. American Petroleum Institute (API). Recommended practice for marking buried liquid petroleum pipelines -APR RP 1109. D. General Services Administration, Washington, DC, Public Buildings Service Guide Specification for Mechanical and Electrical Equipment -PBS 4-1501, Amendment 2, Page 501-14, Paragraph 18, Subparagraph 18.1, Clause 18.1.1. E. Rural Electrification Authority (REA), U.S. Department of Agriculture, Washington, DC, National Electrical Safety Code for Underground Construction for remote and immediate hazards. SECTION 210-PAINT AND PROTECTIVE COATINGS 210-1 PAINT. 210-1.5 Paint Systems. Add the following to Table 21 0-1.5(A) TABLE 210-1.5 (A) Surface to be Painted Pre-treatment I Surface Primer Finish Coats Preparation Temporary Railing type (K) Abrasive Blast Cleaning to a None Two coats white Roughened, Textured Appearance Emulsion Paint <1l (1) acrylic emulsion pamt des1gned for use on extenor masonry. Th1s pamt shall comply mall respects to Federal Specification TT-P- 19 (latest revision), Paint, Acrylic Emulsion, Exterior. This paint may be tinted by using "universal" or "all purpose" concentrates. 210-1.6 Paint for Traffic Striping, Pavement Marking, and Curb Marking. Modify as follows: Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines, chevrons, and curbs shall be rapid dry water borne conforming to CAL TRANS Specification No. PTWB-01. Paint for pavement legends, pavement symbols, pavement arrows, cross walks, parking stall markings and stop bars shall be alkyd thermoplastic conforming to CAL TRANS Specification No. 8010-19A. Glass beads shall be applied to the surface of the rapid dry water borne paint and the molten thermoplastic material and shall conform to the requirements of CAL TRANS Specification No. 8010-004 (Type II). CAL TRANS Specifications for water borne paint, thermoplastic material and glass beads may be obtained from the CAL TRANS Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819, telephone number (916) 227-7000. l' • ., Revised 8/10/10 Contract No. 6608 Page 112 of 135 -Acrylic SECTION 213 -ENGINEERING GEOSYNTHETICS 213-5 GEOTEXTILES AND GEOGRIDS 213-5.1 General. Add the following: Geotextile types shall be used for the applications listed in Table 213-2.1 (A) Application of Geotextile Table 213-5.1(A) GEOTEXTILE APPLICATIONS Separation of Soil and Street Structural Section Separation of Soil and Subsurface Aggregate Drain Reinforcement of Street Structural Section Remediation and Separation of Soil Reinforcement of Soil Drainage at the Interface of Soil Structures Drainage at the Interface of Soil and Structures Rock Slope Protection Fabric for Rock Sizes Below 225 kg(~ Ton) Rock Slope Protection Fabric for Rock Sizes Including and Above 225 kg(~ Ton) Plant Protection Covering Erosion Control Fence with 14 AWG-150 mm x 150 mm (6"x6") Wire and 3m (10') Post Spacing Erosion Control Fence with 1.8 m (6') Post Spacing and No Wire Fencing Add the following: 213-6 EROSION CONTROL SPECIAL TIES. Type Designation 90WS 180N 200WS 270WS 270WS N/A N/A 180N 250N 90N 90WS 200WS 213-Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled with no less than 23kg (50 lbs) of 19 mm e/4") crushed rock and securely tied closed. Plastic bags are not acceptable. •"'\ "f.., Revised 8/1 0/1 0 Contract No. 6608 Page 113 of 135 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 3, CONSTRUCTION METHODS SECTION 300 -EARTHWORK 300-1 CLEARING AND GRUBBING. 300-1.1 General. During surface clearing operations, the Contractor shall not cover or bury any plant growth or other objectionable materials. If the Contractor cannot successfully separate the plant growth from the surface soil and advertently or inadvertently mixes organic or other objectionable materials with the soil, the soil so contaminated shall be removed from the site by the Contractor. All costs, if any, associated with removing the soil mixed with organic or other objectionable materials and importing soil to replace said contaminated soil shall be borne by the Contractor and no additional payment therefore shall be made to the Contractor. 300-1.3 Removal and Disposal of Materials. Also included in clearing and grubbing shall be removal and disposal of existing street poles and lights, metal guard rail, fences, asphalt concrete and aggregate base, concrete curb and gutter, concrete sidewalk, existing gate, existing headwalls, rip-rap, traffic signs, and other existing features which interfere with the work. Whether or not such items are shown on the plans they shall be removed as a part of clearing and grubbing. Existing underground pipes and conduits that are shown on the plans and designated to be removed shall be removed by the Contractor as a part of clearing and grubbing. 300-1.4 Payment. Payment for clearing and grubbing shall be made at the contract lump sum price for clearing and grubbing within the project limits and at stockpile locations and no other payments will be made. Unless otherwise noted on plans, the Contractor shall remove all existing abandoned pipelines and conduits of any type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of the work and shall replace said pipelines and conduits with properly compacted soils. Payment for removal and disposal of abandoned utilities shall be included in the lump-sum bid for Clearing and Grubbing, and no additional payment will be made. 300-2 UNCLASSIFIED EXCAVATION. 300-2.2.1 General. Alluvial and colluvial removal and recompaction shall consist of excavating, blending and recompacting loose soils in areas that are designated to receive fills. The existing loose soils shall be removed by the Contractor until a firm unyielding surface is exposed or to a depth determined by the Engineer. If the excavated material contains 4%, or more, water than the optimum moisture content the Contractor shall blend the wet soil with soils having a lower moisture content and/or spread the excavated material in a manner that enables the material to dry to optimum moisture content. The cost of spreading and/or drying shall be included in the contract unit price for removal and recompaction. The excavated material shall be placed and compacted in accordance with section 300-4 of the specifications except that section 300-4.9, Measurement and Payment, shall not apply . . , f.~ Revised 8/1 0/1 0 Contract No. 6608 Page 114of135 300-2.2.1 General. Such direction may include, but is not limited to, directing the Contractor to blend, adjust moisture content of, rework, and place unsuitable soils at specific locations or elevations on the site. 300-2.2.3 Compressible Soil. Compressible soils such as existing uncontrolled or unacceptable fill, alluvium, and colluvium may exist within portions of the Project site. Where required by the Engineer, the Contractor shall remove such compressible soils from areas to receive fill or from areas upon which surface improvements are to be placed. The removal and disposal of such compressible soils shall be paid for at the Contract Unit Price for unclassified excavation unless it is considered otherwise unsuitable by the Engineer in which case it may be paid for in accordance with section 300-2.2.1. 300-2.2.4 Instability of Cuts. The Contractor shall remove additional material as directed by the Engineer to improve the stability of excavated cuts. The removal of such excavated material shall be paid for at the Contract Unit Price for unclassified excavation unless it is considered otherwise unsuitable by the Engineer, in which case it will be paid for in accordance with Subsection 300- 2.2.1. 300-2.6 Surplus Material. The Contractor shall haul and dispose of all surplus material from the project. The Contractor shall utilize highway legal haul trucks for this export of material from the project site and to a site secured by the Contractor. No earth moving equipment or special construction equipment, as defined in section 565 of the California Vehicle Code, will be allowed for hauling material on public streets. 300-2.10 Grading Tolerance. The Contractor shall finish excavated areas other than slopes and subgrade below structures, within the roadway and sidewalk areas within 30 mm (0.1 ') of the grades shown on the plans. Subgrade tolerances shall conform to the requirements of section 301-1.4 SSPWC. 300-11 STONEWORK FOR EROSION CONTROL. 300-11.4 Payment. Rock protection will be paid for at the lump sum contract Price Bid for rock protection, complete and in place, in accordance with the details and requirements of the plans and specifications. Add the following: 300-12 ROCK SLOPE PROTECTION FABRIC. 300-12.1 Preparation of Subgrade. Prior to placing rock slope protection fabric the Contractor shall clear the surfaces upon or against which rock slope protection fabric is to be placed of loose or extraneous material and sharp objects that may damage the fabric during installation. Equipment or vehicles shall not be operated or driven directly on the rock slope protection fabric. Rock slope protection fabric damaged during placement shall be replaced or repaired by the Contractor at its expense as directed by the Engineer. 300-12.2 Placement The Contractor shall place rock slope protection fabric prior to placing rock slope protection. The Contractor shall grade surfaces to be covered by rock slope protection so as to provide full support for the fabric. Rock slope protection fabric shall conform to the provisions in Section 213-2 "Geotextiles," and shall be placed by the Contractor in accordance with the details shown on the plans and as specified herein. The Contractor shall handle rock slope protection fabric with care that it is not torn or stretched and place it in accordance with the {'\ ~~~~ Revised 8110/10 Contract No. 6608 Page 115 of 135 manufacturer's recommendations, these specifications and as directed by the Engineer. The Contractor shall place and fit rock slope protection fabric loosely upon or against the surface to receive the fabric so that the fabric conforms to the surface without damage when the cover material is placed. Rock slope protection fabrics shall be joined, at the option of the Contractor, either with overlapped joints or stitched seams. When fabric is joined with overlapped joints, all adjacent borders of the fabric shall be overlapped not less than 610 mm (24"). The fabric shall be placed such that the fabric being placed shall overlap the adjacent section of fabric in the direction the cover material is being placed. When the fabric is joined by stitched seams, the fabric shall be stitched with yarn of a contrasting color. The size and composition of the yarn shall be as recommended by the fabric manufacturer. The number of stitches per 25 mm (1") of seam shall be 6 ± 1. The strength of stitched seams shall be the same as specified for the fabric, except when stitched seams are oriented up and down a slope the strength shall be a minimum of 80 percent of that specified for the fabric. Fabric damaged beyond repair, as determined by the Engineer, shall be replaced by the Contractor and no additional payment will be made therefore. Repairing damaged fabric shall consist of placing new fabric over the damaged area. The minimum fabric overlap from the edge of the damaged area shall be 1 m (3') for overlap joints. If the new fabric joints at the damaged areas are joined by stitching, the stitched joints shall conform to the requirements specified herein. Damaged fabric that is suitable for repair, as determined by the Engineer, shall be repaired by the Contractor and no additional payment will be made therefore. Add the following: 300-13 STORM WATER POLLUTION PREVENTION PLAN 300-13.1 General BMP Requirements for the City of Carlsbad Contractors working at active construction sites in Carlsbad are required to comply with all applicable storm water regulations and implement BMPs in accordance with CASQA guidelines. Each operator must implement effective BMPs to reduce discharges of pollutants from construction sites. These BMPs must be site specific, seasonally and construction phase appropriate, and implemented at each construction site year round. It is the City's goal to obtain your voluntary compliance with the following applicable BMP requirements. • Appropriate erosion and sediment control BMPs must be installed and established for all completed slopes prior to October 1, 2015. If a BMP fails, it must be repaired/replaced and improved with an acceptable alternate. • The contractor/developer must provide the name and phone number of the QSP or erosion control professional responsible for BMP compliance. The QSP or erosion control professional must conduct a BMP compliance inspection prior to a forecasted event of 50% or greater, after a rain event, and weekly between October 1 and May 1 of each year. • A minimum of 125% of the material needed to install emergency BMPS must be stored onsite. BMPs must be stockpiled at various locations throughout the site for the duration of project. Whenever there is a 40% chance or greater of a rain within a five (5) day forecast, a City inspector will conduct a pre-event inspection to verify that BMPs are stockpiled and the site adequately protected. BMPs must be ready for deployment when there is 50% chance of a rain within a 72 hour forecast. Failure to comply could result in the issuance of a Stop Work Notice or other enforcement action. • The City reserves the right to temporarily stop work on any private construction site that may have the potential to contribute to storm water pollution during a forecasted rain event due to lack of BMPs, proximity to an environmentally sensitive area, previous compliance issues, {'\ •iF Revised 8/10/10 Contract No. 6608 Page 116 of 135 amount and duration of rain expected, and/or any storm water compliance issue. Each site will be evaluated on a case by case basis to determine if a temporary stop work is necessary. • All construction workers must be trained on the importance of storm water pollution prevention and BMP maintenance prior to October 1 of each year. Training records must be retained with the SWPPP and available upon request. • All erosion and sediment control measures must be installed prior to grading and maintained throughout the duration of the project. • All inactive areas must be protected with the appropriate erosion BMPs as described in the SWPPP. This includes all building pads, unfinished roads, and slopes. The ability to install BMPs in a prompt manner is NOT sufficient; BMPs must be installed for these areas. • Deployment of the appropriate erosion control BMPs will commence as soon as slopes or disturbed areas are completed or if left inactive for 10 or more days. • All active areas must be adequately protected with a combination of the appropriate erosion and sediment control BMPs prior to a rain event predicted at 40% or greater. • When a Rain Event Action Plan is required, it must be prepared in accordance with the Construction General Permit. A copy of each updated REAP shall be placed in the project SWPPP and be available for review upon request. • All treatment control BMPs must be inspected weekly and prior to a forecasted rain event of 50% or greater. In addition, treatment control BMPs must be inspected and/or serviced prior to October 1 of each year. Verification of these inspections will be provided to the City upon request. • An updated SWPPP map is required to be maintained for all projects. The SWPPP map must show BMP installations, locations, and status updates. Additional Controls Required for Project Sites Located Within the High Priority Focus Area The High Priority Focus Area is located south of Buena Vista Lagoon, north of Agua Hedionda Lagoon, and west of Interstate 5. There is also a small designated area located west of El Camino Real and south of Highway 78. For project sites located within the High Priority Focus Area, the following additional controls are required to be implemented at all times to the maximum extent possible: • Maintain vegetative cover, as much as possible, by developing the project in a phased approach to reduce the amount of exposed soil at any one time. • Limit the areas of active construction to five acres at any one time. • Provide 1 00 percent soil cover for areas of inactive construction throughout the duration of the project. • Provide perimeter control at all appropriate locations along and at all storm drain inlets. Perimeter protection will be upgraded and must provide sufficient protection from run off during rain events. • Provide vegetated buffer strips between the active construction area and any water bodies. • Provide stabilized construction entrances that limit vehicle and foot traffic. The City will continue to conduct scheduled and unscheduled inspections to verify compliance with storm water regulations. Please keep in mind that compliance is dependent on the continued use of BMPs and the consistent implementation of an employee-training program. Failure to comply with the minimum BMPs may result in escalated enforcement actions which include, but not limited to, Stop Work Notice, Notice of Violation, Default of Erosion Control {'\ • ., Revised 8/10/1 0 Contract No. 6608 Page 117 of 135 Bonds, and the assessment of administrative fines. Please contact your Project Inspector to review your site specific BMP requirements. 300-13.1.1 SWPPP Document Within 15 calendar days after the execution of the contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer, in accordance with Section 2-5.3.3 of these Special Provisions. Contractor will be provided the digital format for SWPPP to complete required sections. If revisions are required, as determined by the Engineer, the Contractor shall revise and resubmit the SWPPP within 15 days of receipt of the Engineer's comments and shall allow 5 days for the Engineer to review the revisions. Upon the Engineer's acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes, shall be submitted to the Engineer. In order to allow construction activities to proceed, the Engineer may conditionally approve the SWPPP while minor revisions are being completed. The objectives of the SWPPP shall be to identify pollution sources that may adversely affect the quality of storm water discharges associated with the project and to identify, construct, implement and maintain storm water pollution prevention measures, hereafter referred to as control measures, to reduce to the extent feasible pollutants in storm water discharges from the construction site both during and after construction is completed under this contract. The SWPPP shall incorporate control measures in the following categories: 1. Soil stabilization practices; 2. Sediment control practices; 3. Wind erosion control practices; and 4. Non-storm water management and waste management and disposal control practices. Specific objectives and minimum requirements for each category of control measures are contained in the Handbook. The Contractor shall designate a Water Pollution Control Manager who will have the responsibilities outlined in the SWPPP. The SWPPP shall include, but not be limited to, the following items as described in the SWPPP: 1. Source Identification; 2. Erosion and Sediment Controls; 3. Non-Storm Water Management; 4. Waste Management and Disposal; 5. Maintenance, Inspection and Repair; 6. Training; 7. List of Contractors and Subcontractors; 8. Post-Construction Storm Water Management; 9. Preparer; 10. Copy of the local permit; 11. BMP Consideration Checklist; 12. SWPPP Checklist; 13. Schedule of Values; and 14. Storm Water Pollution Prevention Drawings. The Contractor shall amend the SWPPP, graphically and in narrative form, whenever there is a change in construction activities or operations which may affect the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems, or when ., '-~ Revised 8/1 0/1 0 Contract No. 6608 Page 118 of 135 deemed necessary by the Engineer. The SWPPP shall also be amended if it is in violation of any condition of the Permit, or has not effectively achieved the objective of reducing pollutants in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially accepted SWPPP, which are required on the project to control water pollution effectively. Amendments to the SWPPP shall be submitted for review and acceptance by the Engineer in the same manner specified for the initially accepted SWPPP. Accepted amendments shall be dated and logged in the SWPPP. Upon acceptance of the amendment, the Contractor shall implement the additional control measures or revised operations. The Contractor shall keep a copy of the accepted SWPPP and accepted amendments at the project site. The SWPPP shall be made available upon request of a representative of the Regional Water Quality Control Board, State Water Resources Control Board, U.S. Environmental Protection Agency or local storm water management agency. Requests by the public shall be directed to the Engineer. By June 15 of each year, the Contractor shall submit an annual certification to the Engineer stating compliance with the requirements governing the Permit. If the project is in non-compliance at any time, the Contractor shall make a written report to the Engineer within 15 days of identification of non-compliance. 300-13.1.3 Payment. The Contractor shall provide storm water pollution prevention at the contract lump sum bid price. The contract lump sum price paid for "storm water pollution prevention" shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in preparation, reproduction and changing of storm water pollution prevention control plans, placing, removing, storing, maintaining, moving to new locations, replacing, and disposing of the storm water pollution control system as shown on the plans and approved additions and modifications, as specified in these supplemental provisions, and as directed by the Engineer. All expenses and time to prepare and review modifications, additions, supplements, and/or new storm water pollution preventions plan designs shall be included in the lump sum bid and no additional payment will be made therefore. Progress payments for "Storm Water Pollution Prevention" will be based on the percentage of the improvement work completed. 300-13-1.2Availability of SWPPP template. A site-specific draft document intended for use as a template for the required SWPPP document will be made available for use at the Contractor's option, at no cost to the Contractor. The document is available for review in Appendix B. The Contractor shall review the template and modify it as necessary to reflect the Contractor's operations 300-13.1.3 Payment. Preparation, implementation and management of SWPPP shall be considered incidental to the items of work and no additional payment will be made therefore. 300-13.1.4SWPPP Implementation. Upon acceptance of the SWPPP, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting and maintaining the control measures included in the SWPPP and any amendments thereto and for removing and disposing of temporary control measures. Unless otherwise directed by the Engineer or specified in these supplemental provisions, the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of work ordered in accordance with Section 6-3, "Suspension of Work". Requirements for installation, construction, {'\ ·~ Revised 8/10/10 Contract No. 6608 Page 119 of 135 inspection, maintenance, removal and disposal of control measures are specified in the "Handbook" and these supplemental provisions. Soil stabilization practices and sediment control measures, including minimum requirements, shall be provided throughout the winter season, defined as between October 1 and April 30. Implementation of soil stabilization practices and sediment control measures for soil-disturbed areas of the project site shall be completed, except as provided for below, no later than 20 days prior to the beginning of the winter season or upon start of applicable construction activities for projects which begin either during or within 20 days of the winter season. The Contractor shall implement, year-round and throughout the duration of the project, control measures included in the SWPPP for sediment tracking, wind erosion, non-storm water management and waste management and disposal. The Engineer may order the suspension of construction operations, at the Contractor's cost, which create water pollution if the Contractor fails to conform to the requirements of this section as determined by the Engineer. 300-13.1.5Maintenance. To ensure the proper implementation and functioning of control measures, the Contractor shall regularly inspect and maintain the construction site for the control measures identified in the SWPPP. The Contractor shall identify corrective actions and time frames to address any damaged measures or reinitiate any measures that have been discontinued. The construction site inspection checklist provided in the "Handbook" shall be used to ensure that the necessary measures are being properly implemented, and to ensure that the control measures are functioning adequately. The Contractor shall submit one copy of each site inspection record to the Engineer, within two days of the inspection. During the winter season, inspections of the construction site shall be conducted by the Contractor to identify deficient measures, as follows: 1. When the five-day rain probability forecast exceeds forty percent (40%). 2. After any precipitation which causes runoff capable of carrying sediment from the construction site; 3. At 24 hour intervals during extended precipitation events; and 4. Routinely, at a minimum of once every week. If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified control measure, the deficiency shall be corrected by the Contractor immediately, or by a later date and time if requested by the Contractor and accepted by the Engineer in writing, but not later than the onset of subsequent precipitation events. The correction of deficiencies shall be at no additional cost to the City. l'\ • ., Revised 8/1 0/10 Contract No. 6608 Page 120 of 135 SECTION 301-TREATED SOIL, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION. 301-1.2 Preparation of Subgrade. Modify the second and third paragraphs as follows: Change each instance reading "150mm (6 inches)" to "300 mm (12")". 301-1.3 Relative Compaction. Delete the first paragraph and substitute the following: The Contractor shall compact the upper 300 mm (12") of subgrade beneath areas to be paved, have base or subbase material placed on them, or curb, gutter, curb and gutter, alley pavement, driveway or sidewalk constructed over them to no less than 95 percent maximum dry density as determined by ASTM test D-1557-91. 301-1.7 Payment. Modify the first paragraph as follows: Payment for subgrade preparation shall be included in the contract bid price for which the subgrade is prepared and shall include all labor, materials; including water, operations and equipment to scarify, adjust moisture, compact or recompact the subgrade, both in cut areas and in fill areas, and no further compensation will be allowed. SECTION 302-ROADWAY SURFACING Add the following: The Contractor shall be responsible for tree trimming along the curb line as noted in Section 300-1 Clearing and Grubbing-so as to provide a clear travel way during the construction of the roadway resurfacing. The Contractor shall treat all vegetation within the limits of the paved area to be surfaced with a post emergent herbicide. Herbicide shall be applied at least 2 (two) working days prior to surfacing the street. Allowance for the two day period shall be shown in the schedule required per section 6-1. Payment for pavement surfacing shall include tree trimming and post emergent herbicide treatment of the areas to be surfaced and no extra payment will be made therefore. Public Convenience and Traffic Control. The Contractor shall schedule the work so as to prevent damage by all traffic. The Contractor shall not schedule work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling Coast Waste Management at (760) 929-9400. At least two weeks prior to work, Contractor shall send, by first class mail, notification letters to all property addresses within 500' of the work. Obtaining the appropriate addresses shall be the contractor's responsibility. Letters shall be as shown in bold type as follows, with the appropriate information specific to the work inserted at the locations indicated in the brackets and italicized. ('\ •+' Revised 8/1 0/1 0 Contract No. 6608 Page 121 of 135 (Name of Contractor, (Address of Contractol) (Contractor's License Number, (Date) As a part of the City of Carlsbad's ongoing program to maintain its storm drain system, construction activities will be occurring in your neighborhood. Portions of the roadway may require full or partial closure during the construction process. You will also notice temporary no parking signs on your street with a specific no parking date written on it. The work includes construction of new storm between 2620 Roosevelt Street and the existing storm drain cleanout in Laguna. (Name of Contractor, is the Contractor that will be performing the work for the City and you may call them at (24 hour per day attended telephone number in the 760 area code) for any questions you may have about the project. On the day your street is surfaced mail delivery may be delayed until the next day. You will not know the exact date your street will be closed until you receive the 3 %" x 8 %" card. If you have a moving company scheduled to come to your house within the next two weeks, please call and inform the Contractor of the date. If you have any concerns which are not addressed by the Contractor, please call the City's Engineering Inspection Department at 760- 602-2780. They will assist you in resolving the concerns. The City of Carlsbad has some of the finest streets in the county due to the concern and cooperation of citizens like you. Your cooperation is greatly appreciated. ('\ •fi' Revised 8/1 0/1 0 Contract No. 6608 Page 122 of 135 During operations, the Contractor's schedule for resurfacing shall be designed to provide residents and business owners sufficient paved parking within an 800 foot distance from their homes or businesses. Seventy two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impending disruption. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified. The Contractor shall deliver the notification which shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Contractor's permanent office or field office and the other number shall be a 24 hour number answered by a representative of the Contractor who is knowledgeable about the project. At least one of the phone numbers shall be in the (760) area code. An answering machine shall not be connected to either number. The notification shall also give a brief description of the work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall submit the contents of the notification to the Engineer for approval. Notices shall not be distributed until approved by the Engineer. For door hangers, the notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 3-1/2 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65 lb. card stock. The printing on the notice shall be no smaller than 12 point. The precut notices shall be as shown on the example provided in Appendix "A", with the day of the week circled and appropriate information specific to the work inserted at the locations indicated in the italicized font. The preparation, materials, printing and distribution of the notifications shall be included in the contract price bid for Traffic Control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices. 302-5 ASPHALT CONCRETE PAVEMENT. Add the following: 302-5.2 Pavement Transitions. The Contractor shall ramp the approaches and termini to all structures and vertical joints in the cold-milled area which are transverse to through traffic with temporary asphalt concrete pavement as specified in section 306-1.5.1. Ramps shall be constructed the same day as cold milling and removed the same day as permanent paving. Ramp dimensions and compaction shall be as approved by the Engineer. 302-5.5 Distribution and Spreading. modify as follows: After second sentence of sixth paragraph, add: The Contractor shall provide the spreading and finishing machine used to construct the asphalt concrete surface course with an automatic screed control for surface course paving. The automatic screed control shall be 9 m (30') minimum length. The paving machine shall be operated by an operator and two full-time screed men during all paving. 302-5.6.1 General. modify as follows: Second paragraph, Part (2), add: Pinched joint rolling procedures shall be required, and vibratory rollers shall be limited to breakdown, unless otherwise directed by the Engineer. {'\ •+r' Revised 8/10/10 Contract No. 6608 Page 123 of 135 modify as follows: After last paragraph, add: Unless directed otherwise by the Engineer, the initial breakdown rolling shall be followed by a pneumatic-tired roller as described in this section. 302-5.9 Measurement and Payment. add the following: Payment for asphalt concrete shall be at the unit price bid per ton. No additional payment shall be made for any tack coat or sand blotter. 302-13 AC DIKE. 302-13.1 General. Type 3D PG-70-1 0 grade asphalt shall be used for all dikes. The combined aggregate grading for asphalt concrete placed for AC Dike shall conform to that specified for the asphalt concrete placed on the traveled way, unless directed by the Engineer. The amount of asphalt binder used in the asphalt concrete placed in dikes, unless directed by the Engineer, shall be increased one percent by weight of the aggregate over the amount of asphalt binder used in the asphalt concrete placed on the traveled way. 302..;13.2 Placement. Dikes shall be shaped and compacted with an extrusion machine or other equipment capable of shaping the compacting to the required lines, grades and cross section. SECTION 303 CONCRETE AND MASONRY CONSTRUCTION. 303-1 CONCRETE STRUCTURES 303-1.2 Subgrade for Concrete Structures. Add the following: If groundwater is encountered, Contractor shall work a minimum 2' deep of %" gravel into soil to provide an adequate base for construction of concrete structure. 303-1.11 Payment. DELETE the SUBSECTION in its ENTIRETY and REPLACE with the following: Payment for concrete structures, including but not limited to, modified Type F catch basin per SDRSD standard drawing D-25 and the details shown on the plans, Type B headwall per SDRSD standard drawing D-33 and the details shown on the plans, and debris wall per the detail shown on the plans, will be made as set forth in the Bid Schedule. Payment shall include compensation for furnishing all labor, materials, tools, and equipment necessary to construct the concrete structures complete in place. Items shall include cast-in-place PCC, steel reinforcement, covers, rims, grates, frames, collars, cone and draft sections, bases, steps, clean up; and for all other work necessary to install the concrete structure, complete in p!ace, and no additional compensation will be allowed therefore. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.1 General. Portland Cement Concrete construction shall include, but not limited to, concrete curb outlet, terrace ditch, and all other miscellaneous PCC construction items as indicated on the plans and per these Specifications. Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of 1-1/2 inches. PCC and all other material unsuitable for use as fill, as determined by the Engineer, shall be removed from the right-of-way and disposed of by the Contractor at a site of his own choice and he/she shall pay all costs incidental to the disposal. PCC cross gutter construction shall conform to SDRSD Standard Drawing G-13, the details on ., f.+r Revised 8/1 0/10 Contract No. 6608 Page 124 of 135 the plans, and these Specifications. PCC ditch construction shall conform to SDRSD Standard Drawings 0-75, Type B, the details on the plans, and these Specifications. Adjacent AC/AB removal and replacement full depth AC, associated with concrete curb construction, shall be a minimum depth of 6-inches and a minimum width of one foot and shall conform to the requirements established elsewhere in these Specifications. The Contractor shall verify with a "smart level", string line and/or water testing that positive drainage is maintained upon completion of finishing, and any irregularities causing water pending shall be corrected and refinished. The CITY shall be present to verify the concrete forms, prior to pouring any PCC construction improvements. 303-5.5.2 Curb. The Contractor shall stamp the curb face with 75 mm (3") high block letters directly above the point that it is crossed by underground facilities with the marking specified in Table 303-5.5.2(A) T pe of under round facilities Water Service Lateral Sewer Service Lateral Irrigation Water Lateral or Sleeve TABLE 303-5.5.2(A) Curb Face Markings Markin w s RW 303-5.9 Measurement and Payment. Curb and gutter, and curb, shall be considered as continuing across driveways and access ramps when constructed adjacent thereto. Neither curb and gutter nor curb will be paid for across the length of local depressions, except that which occurs in gutter transitions at each side of an inlet. SECTION 306 -OPEN TRENCH CONDUIT CONSTRUCTION 306-1 GENERAL Add the following: 306-1.1.1 General. When the actual elevation or position of any existing pipe, conduit, or other underground appurtenances cannot be determined witout excavation, the Contractor shall excavate and expose the existing improvement at the location shown on the Plans and any other locations deemed necessary by the Engineer. Such excavation shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvements when it is exposed. Any adjustments in line or grade which may be necessary to accomplish the intent of the plans shall be made at no additional costs. Add the following: 306-1.1.2 Maximum Length of Open Trench. The first sentence for the first paragraph is hereby deleted and replaced with the following: Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe is used shall be the distance necessary to accommodate the amount of pipe installed in a ~"\ f.+7 Revised 8/1 0/1 0 Contract No. 6608 Page 125 of 135 single day. Add the following: 306-1.1.3 Removal and Replacement of Surface Improvements. Bituminous pavement, concrete pavement, curbs, sidewalks, or driveways removed in connection with construction shall be removed in accordance with Subsection 300-1.3 of the Standard Specifications and these Special Provisions and reconstructed in accordance with Section 302 or Subsection 303 of the Standard Specification and these Special Provisions. Add the following section: 306-1.1.4 Steel Plate Bridging -With a Non-Skid Surface. This section covers the use of steel plate bridging. The Contractor shall not employ the use or use steel plate bridging or trench plate that does not meet the requirements of this section both in application and circumstance of use. Add the following section: 306-1.1.4.1 Requirements for Use. Alternate construction methods that avoid the use of steel plate bridging shall be used by the Contractor unless otherwise approved by the Engineer. It is recognized that to accommodate excavation work, steel plate bridging may be necessary. All conditions for use of steel plate bridging set forth in the following requirements must be fulfilled as conditions of approval of the use of steel plate bridging. Consideration of steel plate bridging in the review process will take into account the following factors: 1. Traffic volume and composition. 2. Duration of use of the steel plate bridging. 3. Size of the proposed excavation. 4. Weather conditions. The following formula shall be used to score the permitted use of steel plate bridging: PS = [ ADT + EWL + DAYS + 10 X WEEKEND + 5 X NIGHTS + 20 X WEATHER + SPEED (kmh) + SLOPE X 1 00] X LANES 1000 8 PS = [ ADT + EWL + DAYS + 10 X WEEKEND + 5 X NIGHTS + 20 X WEATHER + SPEED (mph) + SLOPE X 1 00] X LANES 1000 5 where: PS ADT EWL DAYS WEEKEND NIGHTS WEATHER SPEED = plate score. = average daily traffic as defined in the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement. = equivalent wheel loads as defined in the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement. = total number of 24 hour periods during which the plates will be utilized at the site being considered. = total number of Saturdays, Sundays and holidays that the plates will be utilized at the site being considered. = total number of overnight periods that the plates will be in place, exclusive of Saturday, Sunday and holiday nights. = total number of 24-hour periods that the plates will be utilized at the site being considered when the possibility of rain exceeds 40 percent. = the design speed in kilometers per hour or miles per hour, as applicable in the formulae above, of the street where the plates are to be installed. This number l'\ •fr Revised 8/1 0/10 Contract No. 6608 Page 126 of 135 shall not be reduced for construction zone speed reductions. SLOPE = the quotient of the vertical differential divided by the horizontal distance. The vertical and horizontal dimensions shall be measured at the locations spanning a distance of 15 m (50') up and downstream of the position of the proposed steel plate bridging. LANES = the number of lanes where plates will be used. When the computed value of the plate score exceeds 50, steel plate bridging shall not be used unless, and at the sole discretion of the Engineer, the Engineer determines that no alternative method of construction is possible in lieu of using steel plate bridging or that other overriding considerations make the use of steel plate bridging acceptable. Alternatives considered to bridging shall include, but not be limited to, detouring traffic, construction detour routes, tunneling, boring and other methods of trench less construction. Unless specifically noted in the provisions of the Engineer's approval, the use of steel plate bridging at each location so approved shall not exceed four (4) consecutive working days in any given week. Add the following section: 306-1.1.4.2 Additional Requirements. In all cases when the depth of the trench exceeds the width of the steel plate bridging resting on each side of the pavement adjacent to the trench, safety regulations require or the Engineer determines that shoring is necessary to protect the health or safety of workers or the public the Contractor shall install shoring conforming to Section 7-10.4.1 of the Standard Specifications. The trench shoring shall be designed and installed to support the steel plate bridging and traffic loads. All approvals for design, substitution of materials or methods shall be submitted by the Contractor in accordance with all provisions of section 2- 5.3 Shop Drawings and Submittals. The Contractor shall backfill and resurface excavations in accordance with section 306-1.5. Add the following section: 306-1.1.4.3 Installation. When backfilling operations of an excavation in the traveled way, whether transverse or longitudinal cannot be properly completed within a work day, steel plate bridging with a non-skid surface and shoring may be required to preserve unobstructed traffic flow. In such cases, the following conditions shall apply: a) Steel plate bridging when the plate score exceeds 50 is not allowed except when, at the sole discretion of the Engineer, it is approved as specified hereinbefore. b) Steel plates used for bridging must extend a minimum of 610 mm (2') beyond the edges of the trench. c) Steel plate bridging shall be installed to operate with minimum noise. When the use of steel plate bridging and shoring is approved by the Engineer, the Contractor shall install using either Method (1) or (2) depending on the design speed of the portion of street where the steel plate bridging is proposed for use. Method 1 [For speeds more than 70 Km/hr (45 MPH)]: The pavement shall be cold planed to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate. The cold milling shall produce a flat surface that the plate shall rest on with no horizontal or vertical movement. Horizontal gaps between the unmilled pavement and the plate shall not exceed 25 mm (1") and shall be filled with elastomeric sealant material which may, at the contractor's option, be mixed with no more that 50%, by volume, of Type I aggregate conforming to the requirements of tables 203-5.2(8) and 203-5.3(A) . Method 2 [For speeds 70 Km/hr (45 MPH) or less]: Approach plate(s) and ending plate (if longitudinal placement) shall be attached to the roadway and shall be secured against displacement by using two adjustable cleats that are no less than 50 mm (2") shorter than the {"\ •+' Revised 8/1 0/10 Contract No. 6608 Page 127 of 135 width of the trench bolted to the underside of each plate and located within 150 mm (6") of the beginning and end of the trench for plates at the beginning and end of the trench, a minimum of two 300 mm long by 19 mm diameter (12" x %")steel bolts placed through the plate and driven into holes drilled 300 mm (12") into the pavement section, or other devices approved by the Engineer. Subsequent plates shall be butted to each other. Fine graded asphalt concrete shall be compacted to form ramps, maximum slope 8.5% with a minimum 300 mm (12") taper to cover all edges of the steel plates. When steel plates are removed, the dowel holes in the pavement section shall be completely filled with elastomeric sealant material. At the Contractor's option, the methods required for Method 1 may be used. If the Contractor so elects, all requirements of Method 1 shall be used. The Contractor shall maintain the steel plates, shoring, and asphalt concrete ramps and maintain and restore the street surface during and after their use. Add the following section: 306-1.1.4.4 Materials. The minimal thickness of steel plate bridging shall be as shown in Table 306-1 . 1. 7 .4(A) TABLE 306-1.1.4.4(A) REQUIRED PLATE THICKNESS FOR A GIVEN TRENCH WIDTH Maximum Trench Width (1> Minimum Plate Thickness 0.3 m (10") 13 mm Ch") 0.6 m (23") 0.8 m (31") 22 mm (?Ia") 1.0m (41") 25 mm (1") 1.6 m (63") 32 mm (1 Y4") (1) For spans greater than 1.6 m (5'}, a structural design shall be prepared by a registered civil engineer and submitted to the Engineer for review and approval in accordance with section 2-5.3. Steel plate bridging shall be steel plate designed to support the HS20-44 truck loading per CAL TRANS Bridge Design Specifications Manual. The Contractor shall maintain a non-skid surface on the steel plate with no less than a coefficient of friction of 0.35 as determined by California Test Method 342. If a different test method is used, the Contractor may utilize standard test plates with known coefficients of friction available from the CAL TRANS District 11 Materials Engineer to correlate skid resistance results to California Test Method 342. In addition to all other required construction signing, the Contractor shall install Rough Road (W33) sign with black lettering on an orange background in advance of steel plate bridging. Add the following section: 306-1.1.4.5 Measurement and Payment. Steel plate bridge materials including, but not limited to: steel plates, anchoring devices, cold milling, elastomeric sealant material, asphalt ramping and padding, signage, placing, installation, removal, relocation, preparation and processing of shop drawings and submittals to support the use of steel plate bridging and all other materials, labor, supervision, overhead of any type or description will be paid for as an incidental to the work that the bridging is installed to facilitate. No separate payment for steel plate bridging will be made. No extension to contract time will be allowed for, or because of, the use of steel plate bridging. 306-1.2.4 Field Jointing of Reinforced Concrete Pipe. add the following: The Contractor shall provide Gasket-type joints for reinforced concrete pipe (watertight joints) where indicated on plans. 306-1.3.1 General. add the following: The Contractor shall install detectable underground utility marking tape 230 mm x75 mm (9" x 3") above each or, in the case of bundled underground conduit ., f.., Revised 8/10/1 0 Contract No. 6608 Page 128 of 135 of the same type, the upper underground conduit being installed by the open trench method. The type and color of detectable underground utility marking tape shall conform to the requirements of section 207-25 et seq. 3106-1.3.4 Compaction Requirements. delete Section 306-1.3.4 and replace with the following: The Contractor shall densify trench backfill to a minimum of 90 percent relative compaction except that in the top 300 mm (12") of the street right-of-way, compaction shall be 95 percent. 306-1.5 Trench Resurfacing. 306-1.5.1 Temporary Resurfacing. Delete the fourth and fifth paragraphs and substitute the following: Temporary bituminous resurfacing materials which are placed by the Contractor are for its convenience and shall be at no cost to the Agency. Temporary bituminous resurfacing materials shall be used in lieu of permanent resurfacing only when approved by the Engineer. When temporary bituminous resurfacing materials are used in lieu of permanent resurfacing it shall be removed and replaced with permanent resurfacing within 7 days of placement. No additional payment will be made for temporary bituminous resurfacing materials. The price bid for the associated conduit or structure shall include full compensation for furnishing, placing, maintaining, removing, and disposing of such temporary resurfacing materials. 306-1.5.2 Permanent Resurfacing. Add the following: Except as provided in section 306-1.5.1, "Temporary Resurfacing," the Contractor shall perform permanent trench resurfacing within 24 hours after the completion of backfill and densification of backfill and aggregate base materials. 306-1.6 Basis of Payment for Open Trench Installation. The second and third paragraphs of this section are hereby deleted and replaced with the following: The price per linear foot for storm drain in place shall be considered full compensation for all pipe, sawcut, removal and disposal of existing PCC and AC pavement, trench excavation, bedding, backfill, over excavation of trench as needed, appurtenances, potholing and support of existing utilities, preparation of subgrade, trench plates, re-establishment of existing pavement markings, striping and raised pavement markers, asphalt concrete, bedding for crossing utilities, video tape inspection, and all other work necessary to install storm drain pipe, complete and in place and no additional compensation shall be allowed therefor. SECTION 314-TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 314-5.4 PLACEMENT. Add the following. When being installed on asphalt concrete pavement sooner than 14 days after placement of the asphalt concrete pavement course on which the pavement markers are to be placed. Add the following section: 314-5.4.1 Reflective Channelizer Placement and Removal. The Contractor shall place and remove reflective channelizers the same as for pavement marker placement and removal. The Contractor shall place the channelizers uniformly, straight on tangent alignment and on a true arc on curved alignment to the same tolerances of position as for application of paint in section 310- 5.6.8. The Contractor shall perform all layout work necessary to place the channelizers to the proper alignment. If the channelizers are displaced or fail to remain in an upright position, from {'\ •+' Revised 8/1 0/1 0 Contract No. 6608 Page 129 of 135 any cause, the channelizers shall immediately be replaced or restored to their original location, by the Contractor. When reflective channelizers are removed the pavement surface shall be restored to the same color and surface finish as the adjacent pavement. ., f.+r Revised 8/1 0/1 0 Contract No. 6608 Page 130 of 135 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 6 TEMPORARY TRAFFIC CONTROL SECTION 602 -TEMPORARY TRAFFIC CONTROL DEVICES Add the following section: 602-1 TEMPORARY TRAFFIC PAVEMENT MARKERS. Add the following section: 602-1.1 General. The Contractor shall supply and install temporary traffic pavement markers, channelizers, signing, railing (type K), crash cushions and appurtenances at the locations shown on the plans and as required in the specifications, complete in place prior to opening the traveled way served by said final and temporary traffic pavement markers, signing, railing (type K) and appurtenances to public traffic. 602-1.2 Temporary Pavement Markers. Temporary reflective raised pavement markers shall be placed in accordance with the manufacturer's instructions. Temporary reflective raised pavement markers shall be cemented to the surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive shall not be used to place temporary reflective raised pavement markers in areas where removal of the markers will be required. Pavement striping, legends and markers which conflict with any traffic pattern shall be removed by grinding as determined by the Engineer. The Contractor shall use temporary reflective raised pavement markers for temporary pavement marking, except when the temporary pavement markers are used to replace patterns of temporary traffic stripe that will be in place for less than 30 days. Reflective pavement markers used in place of the removable-type pavement markers shall conform to the section 312 "Pavement Marker Placement and Removal", except the 14-day waiting period before placing the pavement markers on new asphalt concrete surfacing as specified in section 312-1 "Placement", shall not apply; and epoxy adhesive shall not be used to place pavement markers in areas where removal of the markers will be required. Add the following section: 602-1.3 Channelizers. Channelizers shall be new surface-mounted type and shall be furnished, placed, and maintained at the locations shown on the plans. Channelizer posts shall be orange in color. Channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm (3" x 12") in size. The reflective sheeting shall be visible at 300 m (1 000') at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20. The channelizer bases shall be cemented to the pavement in the same manner as provided for cementing pavement markers to pavement in section 312-1, "Placement." Channelizers shall be applied only on a clean, dry surface. Channelizers shall be placed on the alignment and location shown on the plans and as directed by the Engineer. The channelizers shall be placed uniformly, straight on tangent alignment and on a true arc on curved alignment. All layout work necessary to place the channelizers to the proper alignment shall be performed by the Contractor. If the channelizers are displaced or fail to remain in an upright position, from any cause, the channelizers shall {'\ •+' Revised 8/1 0/10 Contract No. 6608 Page 131 of 135 immediately be replaced or restored to their original location, by the Contractor. The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of section 4-1.5, "Certification". Said certificate shall certify that the channelizers comply with the plans and specifications and conform to the prequalified design and material requirements approved by the Engineer and were manufactured in accordance with a quality control program approved by the Engineer. Add the following section: 602-2 TEMPORARY TRAFFIC SIGNING. Add the following section: 602-2.1 General. The Contractor shall provide and install all temporary traffic control signs, markers, markings, and delineators at locations shown on plans and specified herein. Add the following section: 602-2.2 Maintenance of Temporary Traffic Signs. If temporary traffic signs are displaced or overturned, from any cause, during the progress of the work, the Contractor shall immediately replace the signs in their original approved locations. The Contractor shall maintain all temporary traffic signs used in the Work in a clean, reflective and readable condition. The Contractor shall replace or restore graffiti marked temporary traffic signs and posts used in the Work within 18 hours of such marking being discovered during non-working hours or, when the marking is discovered during working hours, within 2 hours of such discovery of marking. Add the following section: 602-3 TEMPORARY RAILING (TYPE K) AND CRASH CUSHIONS. Add the following section: 602-3.1 Temporary Railing and Crash Cushions. Temporary railing (Type K) shall consist of interconnected new or undamaged used precast concrete barrier units as shown on the plans. Temporary sand-filled crash cushions shall consist of new or undamaged used temporary sand- filled crash cushions units as shown on the plans. 602-3.1.1 Appearance. Exposed surfaces of new and used units of Temporary railing (Type K) shall be freshly coated with a white color paint prior to their first use on the project. The paint shall conform to the provisions in sections 210-1.5 "Paint Systems" and 310 "Painting". Contractor shall be responsible for the removal and cleanup or painting over the graffiti from the K-Rails within 48 hours. The Contractor Shall replace or repaint units of Temporary railing (Type K) or shall remove graffiti, tire or vehicle marks, dirt or any and all materials such that said marks or discoloration mar the appearance of said units when ordered by the Engineer after the units are in place. Add the following section. 602-3.1.2 Manufacture of Temporary Railing. In addition to the requirements herein the temporary railing (Type K) shall be manufactured per CAL TRANS Standard Drawing T3. Concrete used to manufacture Temporary railing (Type K) shall conform to the provisions in sections 201- 1, "Portland Cement Concrete" and 303-1 "Concrete Structures"." Load tickets and a Certificate of Compliance will not be required. Reinforcing steel shall conform to the provisions sections 201-1, "Portland Cement Concrete" and 303-1 "Concrete Structures". Steel bars to receive bolts at ends of concrete panels shall conform to ASTM Designation: A 36/A 36M. The bolts shall conform to ASTM Designation: A 307. A round bar of the same diameter may be substituted for the end-connecting bolt shown on the plans. The bar shall conform to ASTM Designation: A 36/A 36M, shall have a minimum length of 660 mm and shall have a 75 mm (3") diameter by 9 mm (%") thick plate welded on the upper end with a 5-mm e/1e") fillet weld. The final surface finish of temporary railings (Type K) shall conform to the provisions in section 303-1.9.2 "Ordinary Surface Finish." Exposed surfaces of concrete elements shall be cured by the water method, the l'\ .... Revised 8/1 0/10 Contract No. 6608 Page 132 of 135 forms-in-place method, or the pigmented curing compound method. The pigmented curing compound shall be type 2 curing compound. Temporary railing (Type K) may have the Contractor's name or logo on each panel. The name or logo shall not be more than 1 00 mm in height and shall be located not more than 300 mm above the bottom of the rail panel. Add the following section. 602-3.1.31nstallation of Temporary Railing. In addition to the requirements herein the temporary railing (Type K) shall be installed per CAL TRANS Standard Drawing T3. Temporary railing (Type K) shall be set on firm, stable foundation. The foundation shall be graded to provide a uniform bearing throughout the entire length of the railing. Abutting ends of precast concrete units shall be placed and maintained in alignment without substantial offset to each other. The precast concrete units shall be positioned straight on tangent alignment and on a true arc on curved alignment. Each rail unit placed within 3 m (1 0') of a traffic lane shall have a reflector installed on top of the rail as directed by the Engineer. Reflectors and adhesive will be furnished by the Contractor. A Type P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement shall also be installed at each end of railing installed adjacent to a two-lane, two-way highway and at the end facing traffic of railing installed adjacent to a one-way roadbed. If the railing is placed on a skew, the marker shall be installed at the end of the skew nearest the traveled way. Type P marker panels shall conform to the provisions of section 206-7.2, "Temporary Traffic Signs". Where shown on the plans, threaded rods or dowels shall be bonded in holes drilled in existing concrete. When temporary railings (Type K) are removed, any area where temporary excavation or embankment was used to accommodate the temporary railing shall be restored to its previous condition, or constructed to its planned condition. Add the following section: 602-3.2 Temporary Sand-Filled Crash Cushions. Temporary sand-filled crash cushion units shall be "Energite Ill" manufactured by Energy Absorption Systems, "Fitch Inertial Barrier System Modules" manufactured by Roadway Safety Service, or equal. Features required to determine equivalence of any other temporary sand-filled crash cushion units shall be approval of the system by CAL TRANS and that the temporary sand-filled crash cushion units meet NCHRP 350 standards. Other features will be suitability to application, operational characteristics, durability and other such characteristics that the Engineer shall determine. Temporary sand-filled crash cushions (TSFCC) shall be of the type and array configurations shown on plans, and installed at every end of, or gap in, the temporary railing (Type K) whenever the closest point of approach of traffic, regardless of direction, is 4.6 m (15') or less to the end of the temporary railing (Type K) being considered. The TSFCC shall be installed per CAL TRANS Standard Drawings T1 and T2 for approach speeds no less than the posted speed of the street prior to construction or 55 kilometers per hour (35 mph), whichever is the greater. The TSFCC array shall be appropriate to the application as shown on said standard drawings. A Type J and/or P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement shall also be installed at each TSFCC array as shown in CAL TRANS Standard Drawings T1 and T2. Particular care shall be taken to assure that crash cushions are installed with the soil supporting them and the adjacent soil leveled to match the elevation of the bottom of the temporary railing immediately adjacent to the crash cushion. All routes of approach to the TSCFF array shall be graded such that any vehicle diverging from the travelled way to strike the TSCFF will travel on a vertical alignment parallel to the segment of the travel lane that it departed from. {'\ • .., Revised 8/1 0/1 0 Contract No. 6608 Page 133 of 135 Add the following section: 602-4 MEASUREMENT AND PAYMENT. Temporary traffic pavement markers, temporary channelizers, temporary signing, temporary railing (type K), temporary crash cushions and temporary appurtenances thereto shown on the plans or required in the specifications are a part of the lump-sum item for traffic control and payment therefore shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in applying, installing, maintaining, and removing temporary traffic pavement markers, channelizers, signing, railing (type K), crash cushions and appurtenances, complete in place, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer. Payment for temporary crash cushions, concrete barriers and the signs and reflectors marking them shall include the installation, grading for installation, grading for the approach path, maintenance, painting and re-painting, replacement of damaged units and removal and shall also be included in the lump-sum price bid for traffic control. l'\ •+' Revised 8/1 0/10 Contract No. 6608 Page 134 of 135 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 8 LANDSCAPE AND IRRIGATION Add the following: 308-1.1.1 General. The Contractor shall maintain all landscape and private property surrounding the construction to the greatest extent possible. Any landscape, plants, walls, or steps stones disturbed shall be restored to pre-construction condition. l'\ ·~ Revised 8/1 0/10 Contract No. 6608 Page 135 of 135 APPENDIX "A" CITY OF CARLSBAD Northwest Quadrant Storm drain Program Roosevelt Street North ABC CONTRACTORS OFFICE# (760)XXX-XXXX FIELD # (760)XXX-XXXX Dear Merchant/Resident: As a part of the City of Carlsbad's ongoing program to maintain its storm drain system, replacement of the storm drain Roosevelt Street between 2620 Roosevelt Street and Laguna Drive is scheduled in your neighborhood. ABC is the Contractor that will be performing the construction for the city and you may call them at the above phone number if you have any questions regarding the project. If you have any concerns which cannot be addressed by the Contractor, you may call the City's Project Inspector @ (xxx) xxx-xxxx. Construction Updates will be available on the City of Carlsbad web site at www.carlsbadca.gov. Thank you for your cooperation as we work to make a better City of Carlsbad. Contractor to provide a map of the project on the back of the doorhanger/pocket card indicating the days when sections will be removed and replaced. APPENDIX "B" Standard Plans VOLUME 3-STANDARD DRAWINGS & SPECIFICATIONS CHAPTER 2-CITY OF CARLSBAD MODIFICATIONS TO THE SAN DIEGO REGIONAL STANDARD DRAWINGS Note: The minimum allowable concrete mix design for all concrete placed within public right- of-way shall be 560-C-3250 as specified in the Standard Specifications for Public Works Construction. DWG. MODIFICATION D-2 Enlarge curb inlet top to width of sidewalk (not to exceed 5'6") by length of inlet including wings. Existing reinforcing steel shall be extended across enlarged top to clear distances shown. D-20 Delete. D-27 Add: A maximum of three (3) combined outlets in lieu of Std. D-25. D-40 Add: "T" dimension shall be a minimum of three (3) times size of rip rap. D-70 Minimum bottom width shall be 6' to facilitate cleaning. D-71 Minimum bottom width shall be 6' to facilitate cleaning. D-75 Delete "Type-A" Add: 6" x 6" x #1 0 x #1 0 welded wire mesh, instead of stucco netting. E-1 Delete direct burial foundation. Add: The light standard shall be pre-stressed concrete round pole. E-2 Grounding per note 2. Attachment of the grounding wire to the anchor bolt shall be below the light standard base plate with an approved connection. G-3 Delete. G-5 Add: Note 4. Tack coat shall be applied between dike and ex~sting asphalt concrete surface as specified in Section 302-5.4 SSPWC. G-6 Type 8-1 not used. When specified, Type 8-2 shall have a curb height of8", width of 6", with a 3:1 batter. When specifically approved by the City Engineer, Type 8-3 shall have a curb height of 8", width of 6", a 3:1 batter with the hinge point eliminated. G-11 Add: Remove curb/gutter and sidewalk from score-mark to score-mark or from joint-to-joint or approved combination. Volume 3 -Chapter 2 1 of2 CITY OF CARLSBAD MODIFICATIONS TO THE SAN DIEGO REGIONALSTANDARD DRAWINGS (CONTINUED) DWG. MODIFICATION G-12 Add: smooth trowel flow line (typical) 7-1/2" thick with a minimum of 6" of aggregate base per City of Carlsbad Standard GS-17. G-13 Add: smooth trowel flow line (typical), 7-1/2" thick, with a minimum 6" of aggregate base per City of Carlsbad Standard GS-17. G-14 Change: Residential Thickness= 5-1/2" Commercial/Multi-Family Residential Thickness= 7-1/2" G-15 Delete requirement 3 G-24 Replaced with Carlsbad Standard Drawing GS-25 G-25 "Type-C" only (delete "TypeD") G-26 Change thickness from 5-1/2" to 7-1/2" and add minimum 4" Class II base under curb/gutter (to 6" past back of curb). G-33 Delete G-34 "Type-C" only (delete "TypeD") G-35 "Type-F" only (delete "Type E") M General: Agency shall be "City of Carlsbad" M-2 Add: To be used only with specific approval of the City Engineer. Volume 3 -Chapter 2 2 of2 5' 2.5' CURB INLET 5' 5' [[ Jl =c;[[Z ~;;r= CONTINUOUS PLAN MEET EXISTING PAVEMENT GRADE OR STREET GRADE 2.5' ~TOP OF CU~ 5' FLOW FLOW /' L n,o· CURB CURB FACE FACE (TYP) (TYP) 5' /n 5.5' SECTION CURB INLET GUTTER) NOTES 1. CURB FACE TRANSITIONS AND WARP AREAS SHALL NOT EXTEND INTO CURB RETURNS, DRIVEWAYS, ALLEY ENTRANCES, OR ANY OTHER CURB OPENING. DEPRESSION SHALL BE 4". 2. FOR USE ONLY WITH SPECIFIC CITY ENGINEER APPROVAL. 5.5' 5' =-c:=V11 ~ PLAN ~MEET EXISTING PAVEMENT OR STREET GRADE 5.5' FLOW ~ 6" 10" CURB [~l CURB FACE (TYP) TOP OF CUU7B ~ I I FLOW / l1 II _...,.- ---'\:::_GUTTER SECTION SUMP CONDITION REV. APPROVED DATE CITY OF CARLSBAD ~~~~~F~-------..,;;;;,;;;.....-..,;;,;;;;;.;iiiiiliiiiiiloiiiiiiioiioiiiii..___--t_~_i~~ 12111 CITY ENGINEER DATE SUPPLEMENTAL OS 1 STANDARD NO. - LOCAL DEPRESSION FULL LANE WIDTH 12 FT. MIN. 26" TO 41!" ·I / -ASPHALT CONCRETE FINISH COURSE SEE GS-28 / / ~ LIMIT OF 2" GRIND (TYP.) AND BASE SAWCUT LINE TYPICAL ~ ASPHALT CONCRETE BASE COURSE, SEE GS-28 AGGREGATE BASE NOTES: 0 '~PIPE BEDDING AND BACKFILL PER PROJECT PLANS, SPECIFICATIONS, AND CITY STANDARDS. 1. THE DETAIL SHOWN ABOVE APPLIES TO TRENCH WIDTHS FROM 26 INCHES TO 48 INCHES .. 2. EXISTING A.C. SHALL BE CUT AND REMOVED IN SUCH A MANNER SO AS NOT TO TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL. ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE, WHEN PRACTICAL. 3. BASE MATERIAL SHALL BE REPLACED TO DEPTH OF EXISTING BASE. A.C. MAY BE SUBSTITUTED FOR BASE MATERIAL AT THE CITY ENGINEER'S DISCRETION. 4. WHEN THE EDGE OF THE GRIND AREA IS WITHIN 24 INCHES OF EDGE OF PAVEMENT, ANY STRUCTURE, AN ADJACENT TRENCH PATCH, OR OTHER PAVING JOIN LINE, THE GRIND AREA SHALL BE EXTENDED TO THE EXISTING STRUCTURE OR JOIN LINE. 5. WHEN THE EDGE OF THE GRIND LIES WITHIN A WHEEL PATH, THE GRIND AREA SHALL BE EXTENDED TO THE NEAREST LANE LINE OR EDGE OF PAVEMENT. ~RE~v~.~A~PP.R~o~vE~o~oA_T~E~----C-IT_Y_.o_F __ c_A_R_Ls_B_A_n ____ ~n· ,0 I h -r-•w...-t-I·~~""..~:>': 2t10 TRENCH RESURFACING CITY ENGir-itER IJ DATE ASPHALT CONCRETE PAVEMENT FOR TRENCH WIDTHS FROM 26" TO 48" ~~r~5~~~N~~~ GS-26 CURB LINE 4" RADIUS r A TRANSITION TO NORMAL CURB HEIGHT IN 1 0' ON BOTH SIDES UNLESS OTHERWISE NOTED #4 n AROUND OPENING IB L LENGTH SHOWN ON PLANS PLd.N 3" CLR 7-1/2" OPTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT r:---:H=+;--4-#4 AROUND PIPE w :z :::::i SEE D-12 FOR CONTINUOUS GALVANIZED STEEL FACE ANGLE AND PROTECTION BAR #4 U@6" SECTION 8-B ROUNDED PIPE ENDS ·1 SEE D-61 INVERT ELEVATION SHOWN ON PLANS • l¥~~~~~~~-SLOPE FLOOR 12:1 I ~LAP (lYP) I I TOWARDS OUTLET --irl Y ·T~ ~~~::::;::==-:;.~ PTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT Y IS DETERMINED BY PIPE SIZE: 4' MIN, 8' MAX SECTION C-C NOTES 1. SEE D-11 A, D-11 B, & D-12 FOR ADDITIONAL NOTES AND DETAILS. 2.TYPES ARE DESIGNED ON PLANS AS FOLLOWS: A (NO WING), A-1 (ONE WING), OR A-2 (TWO WINGS). 3. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A RADIUS OF 1 /2". 4. STEPS SHALL BE INSTALLED WHEN V EXCEEDS 4'. SEE D-11A FOR DETAILS. 5.CONCRETE GUTTER TO MATCH ADJACENT GUTTERS. LEGEND ON PLd.NS 6.AN EXPANSION JOINT SHALL BE PLACED AT THE ENDS OF THE INLET WHERE THE CURB IS TO ADJOIN. 7.PROVIDE 1/4" TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF ADJACENT CURB. 8. SURFACE OF TOP SLAB TO MATCH SIDEWALK FlNISH AND SLOPE. 9. MAINTAIN 1-1 /2" CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 1 O.IF REQUIRED BY LOCAL AGENCY, EXTEND TOP SLAB STEEL REINFORCEMENT 12" INTO ADJACENT SIDEWALK. 11. ELEVATIONS SHALL BE SHOWN ON PLANS WHERE INDICATED BY "0" SYMBOL k? Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY lHE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval Reformatted T. Stanton Edited T. Stanton Edited s.s. T. Regello Edited T.R. T. Regello 12 75 04/06 02/09 03/11 10/15 CURB INLET -TYPE A DRAWING NUMBER 0-01 ....... T c ~::: l + I=! xo z I.J.J I.J.J en - #4 n AROUND OPENING WING WHERE OCCURS ON ONE OR BOTH SIDES r----B c j TRANSITION TO NORMAL CURB HEIGHT IN 1 0' ON BOTH SIDES UNLESS OTHERWISE NOTED SEE NOTE 7 CURB LINE SEE D-12 FOR CONTINUOUS GALVANIZED STEEL FACE ANGLE AND PROTECTION BAR '-------A '-------B PLAN EDGE OF GUlTER SECTION 8-8 L -LENGTH SHOWN ON PLANS SLOPE TO MATCH CURB PROFILE OR AS SHOWN ON PLANS 3" CLR ---7-1/2" 4-#4 AROUND PIPE OPTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT 3 • SLOPE FLOOR 12:1 0 D LAP~ 1----!d 1 TOWARDS OUTLET (lYP) -j T ~ Y ~ fF=-30 D LAP (lYP) Y IS DETERMINED BY PIPE SIZE -4' MIN, 8' MAX SECTION C-C #4 @ 12. #4 o 5• 3-#4 Y+10" !=:! NOTES SECTION A-A 1. SEE D-11A, D-11B & D-12 FOR ADDITIONAL NOTES AND DETAILS. 2. TYPES ARE DESIGNATED ON PLANS AS FOLLOWS: B (NO WING), B-1 (ONE WING) or B-2 (TWO WINGS). 1' l- SEE SDARSD D-11A & D-11B FOR HORIZONTAL & FLOORING J REINFORCEMENT l~f ~'-' OPTIONAL CONSTRUCTION JOINT 5• MIN ABOVE INVERT 30 D LAP (lYP) 3. MAINTAIN 1-1 /2" CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 4. STEPS SHALL BE INSTALLED WHEN V EXCEEDS 4'. SEE D-11A FOR DETAILS. 5. CONCRETE GUTIER TO MATCH ADJACENT GUlTERS. 6. AN EXPANSION JOINT SHALL BE PLACED AT THE ENDS OF THE INLET WHERE THE CURB IS TO ADJOIN. 7. PROVIDE 1 / 4" TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF ADJACENT CURB .. B. SURFACE OF TOP SLAB TO MATCH SIDEWALK FINISH AND SLOPE. 9. IF REQUIRED BY LOCAL AGENCY, EXTEND TOP SLAB STEEL REINFORCEMENT 12" INTO ADJACENT SIDEWALK. 10. ELEVATIONS SHALL BE SHOWN ON PLANS WHERE INDICATED BY "0" SYMBOL LEGEND ON PLANS 11. IF REQUIRED BY LOCAL AGENCY, ENLARGE CURB INLET TOP TO WIDTH OF ADJACENT SIDEWALK (X + T NOT TO EXCEED 5' -6") BY LENGTH OF INLET INCLUDING WING(S). REINFORCING STEEL SHALL BE p-1--, EXTENDED ACROSS ENLARGED TOP TO CLEAR DISTANCES SHOWN. ORIGINAL Kercheval Reformatted T. Stanton Edited T. Stanton Edited s.s. T. Regella Edited T.R. T. Regello SAN DIEGO REGIONAL STANDARD DRAWING 12 75 04/06 02/09 CURB INLET -TYPE 8 03/11 10/15 RECOMMENDED BY lHE SAN DIEGO REGIONAL STANDARDS COMMimE DRAWING NUMBER D-02 2-#4 BARS #4 BARS PLACED DIAGONALLY A L lYPE A4 1>5 A6 A7 AB BEND DOWN ----..... 15" (TYP) DIAGONAL BARS PLAN PIPE DIAMETER (01) UP TO 39• 42• TO 48• 51" TO so· 53• TO 66" 69" TO 78" 2-#4 BARS -----tr-.t-' X 4' 5' 6' 7' 8' I 30 D LAP (TYP) II -!TI--l • ---.,.X:------l•T I- SECTION A-A NOTES 1. SEE D-11A AND D-11 B FOR ADDmONAL NOTES AND DETAILS. 2. CONCRETE BASE SHALL BE 560-C-3250. 1- A J>- 1- y (SEE NOTE B) 4' 4' 4' 4' 4' 1- z 6' 6' 6' 7' 8' SEE M-3 FOR MANHOLE FRAME AND COVER SEE D-11A FOR STEP DETAILS 4-#4 AROUND PIPE OPTIONAL CONSTRUCTION JOINT 6" MIN ABOVE INVERT SLOPE FLOOR 12: 1 TOWARDS OUTLEr LEGEND ON PLANS =:::@)== 3. ALL PRECAST COMPONENTS SHALL BE REINFORCED WITH 1/4" DIAMETER STEEL, WOUND SPIRALLY ON 4' CENTERS. 4. ALL JOINTS SHALL BE SET IN CLASS C MORTAR. 5. MAINTAIN 1-1 /2" CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 6. EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A 1/2" RADIUS. 7. MANHOLE COVER TO BE MARKED "STORM DRAIN". 8. MODIFICATIONS TO "Y" DIMENSION IS REQUIRED IF PIPE (D2) EXCEEDS 39". 9. IF CONSTRUCTED ADJACENT TO SIDEWALK, TOP OF MANHOLE AND SLAB TO MATCH SIDEWALK SLOPE AND FINISH. ORIGINAL Reformatted T. Stanton Edited T. Stanton Edited s.s T. Regello Edited T.R. T. Regello SAN DIEGO REGIONAL STANDARD DRAWING 02/09 STORM DRAIN CLEANOUT -TYPE A D3/11 10/15 RECOMMENDED BY lHE SAN DIEGO REGIONAL STANDARDS COMMITTEE DRAWING NUMBER D-09 #4 bars placed diagonally X 1- TYPE 85 86 87 88 89 NOTES 1. See D-11A & D-118 for additional notes and details. 2. All joints shall be set in Class C mortar. 3. All precast components shall be reinforced with 1/4" diameter steel wound spirally on 4" centers. 4. Maintain 1-1 /2" clear spacing between reinforcing and concrete surface. 5. Concrete base shall be 560-C-3250. 6. Exposed edges of concrete shall be rounded with a 1/2" radius. -hi· y lr~ A--1 PlAN PIPE DIAMETER (D1} X y z up to 51" 5' 4' 5' 54" to 60" 6' 4' 6' 63" to 69" 7' 4' 7' 72" to 81" 8' 4' 8' 84" to 90" 9' 4' 9' See D-11A for step detail ----7-7<--....., Bend down 15" (typ) Rounded pipe ends see D-61 Elev shown on plans -~--=::1:::---l.LJ 3' 7. Manhole cover to be marked "Storm Drain". 8. Modifications to "y" dimension required if pipe (D2} exceeds 39". SECTION A-A 9. If constructed adjacent to sidewalk, top of manhole to match sidewalk slope. Revision SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL ~dd Metric T. Stanton 03/03 -Reformatted T. Stanton 04/06 STORM DRAIN CLEANOUT TYPE 8 Edited T. Stanton 02/09 Edited s.s. T. Regello 03/11 See M-3 for manhole frame and cover • X co 0 ~:::;: ;..., Q) L. c 0 0 " (.) N 4-#4 around pipe Slope floor 12: 1 towards outlet LEGEND ON PlANS =:::@]::= RECOMMENDED BY "THE SAN DIEGO REGIONAL STANDARDS COMMITIEE DRAWING NUMBER 7/26/2012 D-10 X 1_1 T r ·1 T r- 1 ./SEE TABLE ON D-11 B FOR HORIZONTAL 1-r---t • __._ .__. ___.__ • ..=-r"' V AND FLOOR REINFORCEMENT I I./VERTICAL REINFORCING #4 @ II' >- ( 18• MAX (lYP) J ~ h c-1-1/2• CLR (lYP 1-I~.--.--~ t 2" (lYP)J I- TYPICAL BOX SECTION 10" • 4. 1-____,------1 s 14" I STEP DETAIL NOTES 1. CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE NOTED. APPROVED STEEL REINFORCED POLYPROPYLENE STEP 2. REINFORCING STEEL SHALL COMPLY WITH THIS DRAWING (D-11A AND D-11B) UNLESS OTHERWISE SPECIFIED. 3. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO LATEST ASTM SPECIFICATIONS. 4. BENDS SHALL BE IN ACCORDANCE WITH LATEST ACI CODE. 5. MINIMUM SPLICE LENGTH FOR REINFORCING SHALL BE 30 DIAMffiRS. 6. FLOOR SHALL HAVE A WOOD TROWEL FINISH AND, EXCEPT WHERE USED AS JUNCTION BOXES, SHALL HAVE A MINIMUM SLOPE OF 1:12 TOWARD THE OUTLET. 7. DEPTH V IS MEASURED FROM THE TOP OF THE STRUCTURE TO THE FLOWLINE OF THE BOX. 8. WALL THICKNESS AND REINFORCING STEEL REQUIRED MAY BE DECREASED IN ACCORDANCE WITH TABLE ON D-11 B. 9. WALL THICKNESS SHALL BE STEPPED ON THE OUTSIDE OF THE BOX. 10. WHEN THE STRUCTURE DEPTH V EXCEEDS 4', STEPS SHALL BE CAST INTO THE WALL AT 15" INTERVALS FROM 15• ABOVE FLOOR TO WITHIN 12" OF TOP OF STRUCTURE. WHERE POSSIBLE, PLACE STEPS IN WALL WITHOUT PIPE OPENING, OTHERWISE OVER OPENING OF SMALLEST DIAMETER. 11. ALTERNATE STEP MAY BE AN APPROVED STEEL REINFORCED POLYPROPYLENE STEP. 12. UPON APPROVAL OF THE AGENCY, THE USE OF PRECAST STORM STRUCTURES IS ACCEPTABLE AS AN ALTERNATE TO CAST -IN-PLACE. PRECAST UNITS SHALL CONFORM TO ASTM STANDARDS AND BE MANUFACTURED IN A PERMANENT FACIUlY DESIGNED FOR THAT PURPOSE. Revision By Approved Date RECOMMENDED BY 1HE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12/75 ...... , Reformatted T. Stanton 04/06 ' J~ 9/24/2015 Edited T. Stanton 02/09 INLETS AND CLEANOUTS Cha~rson R.C.E. 192-46 Date Edited s.s T. Regello 03/11 NOTES AND DETAILS DRAWING D-11A Edited T.R. T. Regello 10/15 NUMBER BOX SECTION REINFORCEMENT (HORIZONTAL AND FLOOR) MAXIMUM SPAN DEPTH THICKNESS HORIZONTAL AND FLOOR REINFORCEMENT SIZE X OR Y v T AND SPACING 3' TO 4' #4 @ 1an 4'-1n TO 7' 4' 6n #4 @ 12n 7'-1n TO a• #4@ an 3' TO 4' #4 @ 1an 4'-1n TO 5' #4 @ 12n 4'-1n TO a• 6" 5'-1n TO 6' #4@ an 6'-1n TO a• #4@ 6n 3' TO 4' 6n #4 @ 15n 4'-1n TO 5' a'-1n TO 12' #4 @ 12n 5'-1n TO 6' an #4@ an 6'-1n TO a' #4@ 6n 3' TO 4' #4 @ 12n 4'-1n TO 5' #4 @ 12n 5'-1n TO 6' 12'-1n TO 16' a" #4@ an 6'-1" TO 7' #4@ 6n 7'-1n TO a• #5@ an 3' TO 4' an #4 @ 12" 4'-1n TO 5' #4 @ 12n 5'-1n TO 6' 16'-1n TO 20' 1Qn #4@ a" 6'-1n TO 7' #4@ 6n 7'-1n TO a• #5@ a" 3' TO 4' an #4 @ 12n 4'-1n TO 5' #4 @ 12n 5'-1n TO 6' 20'-1 n TO 24' 10" #4@ an 6'-1n TO 7' #4@ 6n 7'-1n TO a• 12n #5@ an Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAl Kercheval 12/75 --J \dd Metric T. Stanton 03/03 ')~ 9,/21/2015 ~eformatted T. Stanton 04/06 INLETS AND CLEAN OUTS Cha~rson R.C.E. 19246 Date Edited s.s. T. Regello 03/11 NOTES AND DETAILS DRAWING D-118 Edited T.R. T. Regello 10/15 NUMBER 4 . 1 /2" 1/J ANCHOR BAR @ 3' OC MAX NOTES • <1 10" . 00 I I • .<1 I I . . 4 . ·I I , · · . -f. ·. . .J --'---+---<14~·· :[r]. < .. .4 . <1. • ·4 ~ .. 4 ."Lj<l. 4... 4 . . . . . :· ·4·. I· ·I 4" X 3" X 3/8" I :4 4 · .. <Ill· 4 .4 .. ..d4..j <1 .. 1"1/J SUPPORT BOLT 1. FACE ANGLE SHALL BE CAST CONTINUOUSLY INTO STRUCTURE FOR THE ENTIRE LENGTH "L". 2. ALL EXPOSED METAL PARTS SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 1o 1-:::c (.!) LiJ :::c CD 0::: :;:) (.) ~ w ~ a <( :z w :::c 3: • 0 4 3. WHEN CURB INLET OPENING HEIGHT {H) EXCEEDS 6", INSTALL 1 "1/J STEEL PROTECTION BAR. STEEL PROTECTION BAR SHALL BE EMBEDDED 8" INTO CURB INLET. 4. INSTALL ADDITIONAL BARS AT 3-1/2" CLEAR SPACING ABOVE FIRST STEEL PROTECTION BAR WHEN OPENING EXCEEDS 13". 5. WHEN CURB INLET OPENING LENGTH EXCEEDS 8' INSTALL 1 "1/J STEEL SUPPORT BOLTS SPACED AT NOT MORE THAN 5' OC. Revision By Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY 11-IE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval Reformatted T. Stanton Edited T. Stanton Edited s.s. T. Regello Edited T.R. T. Regello 12 75 04/06 02/09 03/11 10/15 CURB INLET OPENING Chal DRAWING NUMBER D-12 PUNCH 1" HOLE IN CSP. PLACE PIPE SO BARS OF GRATE WILL BE PARALLEL WITH MAIN SURFACE FLOW. SECTION A-A TYPE A DETAIL "B" NOTES 1. ALL COMPONENTS SHALL BE GALVANIZED. 2. INLET AND OUTLET PIPES SHALL BE SET AT FACTORY AND POSITIONED AS SHOWN ON PLANS. 3. SEE D-17B FOR LADDER AND STEP DETAILS. 4. SEE D-17A FOR ADDITIONAL GRATE DETAILS. 5. GRATE TO BE PROVIDED WHEN SPECIFIED. 6. GRATE DETAIL SHALL BE AS SHOWN ON D-17A UNLESS OTHERWISE APPROVED BY AGENCY. SEE DETAIL "A" L 3" X 2-1/2" X 3/8" RIVET, SPOT OR TACK WELD AT 1/8 POINTS OR BETTER TO CSP '1-&; OPEN/Nc ~ 3/8" RIVETS, SPOT OR TACK WELD AT 1/8 r POINTS OR BETTER INSIDE ¢ = 3' SEE DETAIL "B" (SEE SECTION A-A l..__.......::::::::~ FOR BOTTOM DESIGN) SECTION C-C TYPE B 3/8" RIVETS, SPOT OR TACK WELD AT 1/8 POINTS OR BETTER SECTION F-F 1/2" ¢ X 3" 9/16" ¢ HOLE IN ANGLE SLOT 3/4" x 2" 1/4" CHECKERED PLATE 111'-~WI+------'J I TACK WELD 18" OF 1/4" HEAT-TREATED CHAIN TO FRAME AND COVER (SEE NOTE 5) 3/8" RIVETS, SPOT OR TACK WELD AT 1/8 POINTS OR BETTER DETAIL "A" RECOMMENDED BY !HE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL ~eformatted T. Stanton Edited T. Stanton Edited s.s. T. Regello Edited T.R. T. Regello 02/09 03/11 10/15 CORRUGATED STEEL PIPE INLETS TYPES A AND B Chai DRAWING NUMBER D-16 6" w :z :::J [D 0:::: :::> (_) ! . ...........,...~ ~·. 1/2" R /-. \ .· 1 2" WEAKENED PLANE JOINT ~3/1"R \ . \ ·~ ~· ·_ (J) z 0 ~ Gj w -' (J) w ;;:: w 0:::: 0:::: w w :c :c f-:s: 0 f-w a_ ~ w (_) (_) X 0 w ~ 'N :z ........_ :s: ~ 0 I :c ~ (J) . .. .i! • . . . ~ !~---.:.. _·· __ --___ w ____ --J ~ TYPE w *AREA G 24" 1.34 SQ. FT. H 30" 1.60 SQ FT. * 6" CURB FACE NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTIER. REVISION BY APPROVED DATE ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD ORA WING ADD METRIC T. STANTON 03/03 ~EFORMATTEC T. STANTON 04/06 CURB AND GUTTER -COMBINED UPDATED MR MR/CV 11/11 LEGEND ON PLANS RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ~ 7/Zb/ZOfZ C AIRPERSON R.C.E. 19246 DATE DRAWING NUMBER G-2 VARIES WIDTH AS SHOWN ON PlANS 4" 1/2" R~ l I \ ~ --2% MAX CROSS-SLOPE t 1/2" R\ I-h~ ''""-?/.<"</ -~· . . . ----...., -~-· .. "·-A-j. I ~ p--.ot.-:-:------1 ~ > .. ·• • I ~ I r----_ _J ~ I I L_ I -------_J -- NON-CONTIGUOUS 2" WEAKENED PlANE JOINT - I WIDTH AS SHOWN ON PlANS I 1 /2" R • ~·· -2% MAX CROSS-SLOPE l. ·. 1 / 2 " R ,-l · ... ···. ----------'-".---;··~ / ~~-~~~-. -~ I ~AY/ ' 2'' WEAKENED 1 ----_ _J ~ 1 PlANE JOINT- ' r L___ I ------_ _J CONTIGUOUS NOTES: 1. CONCRETE SHALL BE 520-C-2500. LEGEND ON PLANS 2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. REVISION BY APPROVED DATE SAN DIEGO REGIONAL STANDARD DRAWING G-7 MID POINT OF CURB RETURN ~P.C.R. ~· ·~'--r--.1 / -.-----r-----,l,..,--···. -,-------,------.--; ----.--~, ~' ·. · . i ·: I . ! ·( ''<.,: ___ ____. __ _.__ _ __._ __ -L..-__ _I.t.___ _ __,_ _ ___J.__ _ _.__ _ __._ __ -L--11 5' 1YP.1 15' 1YP. 45' TiP. -~ ·. -P.C.R. ------ ------ ---'--.u__--.-S'-\ - NOTES: 1. EXPANSION JOINTS ---AT CURB RETURNS, ADJACENT TO STRUCTURES AND AT 45' INTERVALS. (SEE STANDARD DRAWING G-10). 2. WEAKENED PLANE JOINTS ------AT MID POINT OF CURB RETURN, WHEN REQUIED, AND AT 15' INTERVALS FROM P.C.R. (SEE STANDARD DRAWING G-1 0). 3. 1 I 4" GROOVES---WITH 1 I 4" RADIUS EDGES AT 5' INTERVALS. REVISION BY APPROVED DATE ORIGINAL KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING ADD METRIC T. STANTON 03/03 REFORMATTEC T. STANTON 04/06 SIDEWALK JOINT LOCATIONS UPDATED MR MR/CV 11/11 RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ~ 7(Z6(ZJJIZ C AIRPERSON R.C.E. 19246 DATE DRAWING NUMBER G-9 . . ~ ·.··. ·.·· EXPANSION JOINT FILLER MATERIAL 1/8" R · ..... --1 l--1 /2" (PAVEMENT) 1 I 4" MIN - 1 /2'' MAX (SIDEWALK) EXPANSION JOINT 1/8" R . . . . . . ·. . . : . ..... -i l-1/4" .• . 1/8" R .. 1 /2" (#4) x 24" SMOOTH, GREASED OR OILED BAR, 30" ON CENTER CONTACT JOINT . . I PREFORMED JOINT FILLER E --j f---1/4" ... . · .. b.',. . · .. ~ '• ... L. • . : ' 15. •• • •, • .. • • .' •• b. • • .: .II., ............ e.: . WEAKENED PLANE JOINT CURB AND SIDEWALK 1-1/2" llo._ ••• • .... : ••• . .. · : ... · .... ·. WEAKENED PLANE JOINT GUTTER AND CONCRETE PAVEMENT 1/8" I ... · .... · ... : ..... KEYED JOINT REVISION BY APPROVED DATE SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL PARKINSON 02/95 JD METRIC T. STANTON 03/03 T. STANTON 04/06 CONCRETE JOINT DETAILS UPDATED CV MR/CV 11/11 DRA'MNG NUMBER 7/ZG(ZO/Z DATE G-10 -----.-.- ·:. . · .. 3'-0" PLAN DRIVEWAY CURB OPENING DRIVEWAY WIDTH .. 1 SHOWN ON PLANS R/W 3'-o" ··. ... 2: 1 TRANSITION ·. . . :::.::: • .....! z<C·· -s: .-::ifw • 0 . '<!;(ij. V&&»h?;P~ t 12" R (TYP.) ELEVATION NOTES: R/W EXPANSION JOINT SEE NOTE 5 5-1 /2" RESIDENTIAL 7-1/2" COMMERCIAL I rEDGE OF SIDEWALK 2% RISE MAX I SECTION 1" ABOVE GUTTER l_ .. .. 1/2 R 1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY. 2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 520-C-2500; FOR COMMERCIAL USE, CONCRETE SHALL BE 560-C-3250. 3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS. 4. DRIVEWAY RAMP TO EXTEND 1 0' FROM CURB FACE OR TO PROPERTY LINE WHICHEVER IS LESS. 5. PLACE EXPANSION JOINT AT RIGHT -OF-WAY OR 1 0' WHICHEVER IS LESS. 6. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS. 7. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT. REVISION BY APPROVED DATE ORIGINAL R. MUNOZ 4 97 ADD METRIC T. STANTON 03/03 REVIEWED T. STANTON 04/06 UPDATED MR MR/CV 02/12 SAN DIEGO REGIONAL STANDARD DRAWING CONCRETE DRIVEWAY -TYPE A (CONTIGUOUS SIDEWALK) RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ~7/M/ZIJI2 CAIRPERSONR:c:E46 DATE DRAWING NUMBER G-14A CURB LINE ...... ~ 5[ I l:t -~--~--------- 1 6' _.:...:,.PR;;:.OP.:;,.ERlY;;,;_:U;.._NE;.___,..,.J,-.;...--+t-....J:-i-------J ·;;.... >•.· : # '·.• . I {).::S .. .•· : : ~ I .'>. DRIVEWAY · . 1 I ,::,<f9 I / : CURB OPENING·: 1\.. i ~c; "< v.·~· ... , .. ~ I ...... :z ::::; CURB UNE 12.5% (OR 1/8) OF---J TOTAL LENGTH OF ARC ~~~~~~~ &<{9 0 ~CU~R~B~LI~NE~~t========±=~ I REQUIREMENT 1 NO PORTION OF ANY CURB OPENING SHALL BE PERMmED WITHIN 6' OF THE INTERSECTION OF THE PROLONGED PROPERlY LINES AND THE CURB SHOWN BY ARC A. REQUIREMENT 2 NO PORTION OF ANY CURB OPENING SHALL BE PERMmED IN THE CURB RETURN WHERE THE RADIUS OF CURB IS 25' OR LESS, AS SHOWN BY ARC B. REQUIREMENT 3 ON ALL CURB RETURNS WHERE THE RADIUS IS MORE THAN 25', CURB OPENINGS MAY ENCROACH UPON EACH END OF THE RETURN A DISTANCE EQUAL TO 12.5% (OR 1/8) OF THE TOTAL LENGTH OF THE ARC ON THE CURB RETURN, THUS LEAVING AT LEAST 75% (or 3/4) OF THE LENGTH OF ARC ON THE RETURN FACE FREE FROM DRIVEWAY ENCROACHMENT, PROVIDED REQUIREMENT 1 IS MET. REQUIREMENT 4 NO PORTION OF ANY CURB OPENING SHALL BE PERMITIED IN THE CURB RETURN WHERE A SEPARATE TURNING MOVEMENT IS PROVIDED, AS SHOWN BY ARC C. REVlSION BY APPROVED DATE KERCHEVAL 12/75 SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL A.DD METRIC T. STANTON 03/03 REVIEWED T. STANTON 04/06 UPDATED MR MR/CV 02/12 DRIVEWAY LOCATION -ADJACENT TO CURB RETURNS AND STREET LINES DRAWING NUMBER 7(Z6(ZOIZ DATE G-15 12" WIDE BORDER SEE STANDARD DRAWING G-32A, DETAIL A TRUNCATED DOMES 5% MAX GUTTER APRON SLOPE AT RAMP OPENING I. CT A...J PLAN~ I 4'-0" I . . . . .I CT ELEVATION 4' -0" MINIMUM LANDING 3'-0" TRUNCATED DOMES SEE NOTE 3 MONOLITHIC CURB MEET SIDEWALK ELEVATION BACK OF SIDEWALK FACE OF CURB (TOE) OF GUTTER TOP OF CURB GUTTER FLOW LINE 4" THICK MINIMUM SEE STANDARD DRAWING G-32A, DETAIL B NOTES: SECTION A-A 1. TYPE C ARE ONLY TO BE USED TO MITIGATE EXISTING CONDITIONS WHERE INADEQUATE RIGHT OF WAY EXISTS. TYPE C RAMP IS NOT TO BE USED IN NEW CONSTRUCTION, UNLESS APPROVED BY AGENCY. 2. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES. 3. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS. 4. FOR TRUNCATED DOMES, SEE STANDARD DRAWING G-30. 5. CT (CURB TRANSITION) SHALL BE 8.33% MAXIMUM. 6. SEE STANDARD DRAWING G-32B FOR X, Y, AND CT DETAILS. REVISION BY APPROVED DATE SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL R. MUNOZ 05/97 ADD METRIC T. STANTON 03/03 UPDATE D. DAVIES 12/04 CURB RAMP TYPE C REVISED T. STANTON 04/06 UPDATED MR MR/CV 03/12 (FOR EXISTING SIDEWALK) RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ~ 7/?.6/ZOfZ CAiRPERSONR:Ci:46 DATE DRAWING NUMBER G-29 4'-o" DETAIL 1 TRUNCATED DOMES ~~ .I @ 1.6" TO 2.4" SPACING C/C (/) ::2 l.J..J . =:. ::::;: "<!-(..) ::2 0 c--.i0-Cl z Cl ~(!) 3E I=! :z . -~ <O<.:l 0 0 <( :z ~a.. I :::> @c.n "i-rJ g:: ~ N z 2 0 1-Ln <D <D c:i DETAIL 1 NOT TO SCALE REVISION BY APPROVED DATE ORIGINAL PARKINSON 02/95 ~DO METRIC T. STANTON 03/03 UPDATE D. DAVIES 12/04 UPDATED MR MR/CV 03/12 \ ~0000000000000000000000000 0000000000000000000000000 0000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 0000000000000000000000000000 PLAN -TILE NOT TO SCALE NOTES 1. DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW CONFORMING TO FEDERAL STANDARDS 595B TABLE IV, COLOR NO. 33538, OR AS SPECIFIED BY THE AGENCY. COLOR SHALL BE HOMOGENEOUS THROUGHOUT THE TILE. 1.6" TO 2.4" 2. TRUNCATED DOME TOP DIAMETER OF 50% OF THE BASE DIAMETER MINIMUM TO 65% OF THE BASE DIAMETER MAXIMUM. 0.65" MIN NOTE: 3. DURING AND AFTER THE TILE INSTALLATION AND THE CONCRETE CURING STAGE, IT IS IMPERATIVE THAT THERE IS NO WALKING, LEANING, OR EXTERNAL FORCES PLACED ON THE TILE TO ROCK THE TILE, CAUSING A VOID BETWEEN THE UNDERSIDE OF THE TILE AND THE CONCRETE. I rSEE NOTE# 2 t ~" R A· . ,. z . ::2 A• ;,.. SEE NOTE # 3 PATIERN, SIZE & ORIENTATION ARE 0.90" TO 1.4" PER MANUFACTURER'S RECOMMENDATION SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY lHE SAN DIEGO REGIONAL STANDARDS COMMITTEE TRUNCATED DOMES DRAWING NUMBER 7/26/ZOfZ DATE G-30 4'-0" MIN I• LANDING "'I SEE NOTE #6 T\ 12" WIDE BORDER 1/4" l T NOTES I \ 8.33% MAX _,,..· ·' :, ~ A TRUNCATED DOMES SEE STANDARD DRAWING G-30 12" DETAIL A 12" WIDE BORDER .... _ ~·' ': ; .. : ;: .. .. _,. REMOVE & RECONSTRUCT PAVEMENT AS SHOWN ON PLANS TO PROVIDE 5% MAX SLOPE WITHIN 4' -0" RAMP APPROACH. 6" MIN 8" MAX 1. THE REMOVAL OF EXISTING CONCRETE CURB, GUTTER, SIDEWALK, AND PAVEMENT FOR PEDESTRIAN RAMP INSTALLATION SHALL COMPLY WITH STANDARD DRAWING G-11. FOR CONSTRUCTION OF CURB RAMPS ON EXISTING SIDEWALKS, REMOVAL OF ADDITIONAL SIDEWALK MAY BE REQUIRED TO COMPLY WITH ADA REQUIREMENTS TO MEET EXISTING GRADE. 2. CONCRETE SHALL BE CLASS 520-C-2500. 3. AREAS SHOWN THUS: j.~:·:.< . .:.:j SHALL HAVE A MEDIUM TO HEAVY BROOM TEXTURE FINISH, PERPENDICULAR TO THE AXIS OF THE RAMP. AREAS SHOWN THUS: j;':<:·::{:·,:·_:::J ARE THE MINIMUM REQUIRED FOR A COMPLETE RAMP INSTALLATION. 4. IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, FIRE HYDRANTS, ETC., ARE ENCOUNTERED, THE RAMP LOCATIONS MAY BE ADJUSTED UPON THE APPROVAL OF THE AGENCY. 5. THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE SIDEWALK SLOPE. ADJOINING SLOPE BEYOND THE RAMP SHALL NOT EXCEED 20:1 (5%). 6. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS. 7. EDGE OF TRUNCATED DOME PANEL SHALL BE LOCATED 6" MINIMUM AND 8" MAXIMUM FROM THE GUTTER FLOWLINE. REVISION BY APPROVED DATE ORIGINAL PARKINSON 02/95 SAN DIEGO REGIONAL STANDARD DRAWING ADD METRIC T. STANTON 03/03 UPDATE D. DAVIES 12/04 REVISED T. STANTON 04/06 GENERAL NOTES FOR CURB RAMPS UPDATED MR MR/CV 03/12 RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITIEE ~7(Z6(ZDIZ CAiRPERSONR:C:E46 DATE DRA'MNG NUMBER G-32A TABLE A TABLE B X y z CT X y z Z1 CURB RAMP SIDE CURB CURB RAMP SIDE SIDE HEIGHT LENGTH SLOPE TRANS. HEIGHT LENGTH SLOPE SLOPE ( 12:1) ( 10:1) ( 12:1) ( 1 0:1) ( 12:1) 1 " 1'-0" 1'-6" o'-o" 1 " 1'-o" 1'-6" 1'-0" 2" 2'-o" 1'-8" o'-o" 2" 2'-o" 1'-8" 2'-o" 3" 3'-0" 2'-6" o'-o" 3" 3'-o" 2'-6" 3'-0" 4" 4'-o" 3'-4" o'-o" 4" 4'-o" 3'-4" 4'-o" 5" 5'-0" 4'-2" o'-o" 5" 5'-o" 4'-2" 5'-o" 6" 6'-o" 5'-o" o'-o" 6" 6'-0" 5'-o" 6'-o" 7" 7'-0" 5'-10" 1-0" 7" 7'-o" 5'-10" 7'-o" 8" 8'-o" 6'-8" 2'-o" 8" 8'-o" 6'-8" 8'-o" TYPE A AND B CURB RAMPS TYPE A-1 AND B-1 CURB RAMPS TABLE C X CT CURB CURB NOTES HEIGHT TRANS. ( 12:1) 1. DIMENSIONS X, Y, Z, Z1, AND CT MAY BE DETERMINED BY USING THE TABLES ON THIS SHEET WITH PRIOR 4" 4'-o" AGENCY APPROVAL. WITHOUT AGENCY APPROVAL, DIMENSIONS SHOULD NOT EXCEED THE MAXIMUM SLOPE 5" 5'-o" OR RATIO PROVIDED. 6" 6'-o" 2. Z* REFERS TO Z OR Z1 IN TABLE B. Z SIDE SLOPE 7" 7'-0" SHALL BE 10: 1, EXCEPT PER NOTE 3. 8" 8'-0" 3. FOR TYPE A-1 AND 8-1 CURB RAMPS, WHERE A 4' 9" 9'-0" LANDING CANNOT BE CONSTRUCTED DUE TO INADEQUATE RIGHT OF WAY, A 3' MINIMUM LANDING IS ACCEPTABLE 1 0" 10'-0" WITH PRIOR AGENCY APPROVAL AND PROVIDED THE SIDE SLOPES ARE REVISED TO 12: 1 PER SIDE SLOPE Z1 IN 11 " 11 ·-o" TABLE B. 12" 12'-o" 13" 13'-0" TYPE C CURB RAMP REVISION BY APPROVED DATE RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD ORA WING "'~jf;"'""'"" ORIGINAL MR MR/CV 03/12 ....._ ]{fl-t) 7(Z6(ZOIZ NOTES FOR CURB RAMPS Cl-fAIRPERSON R.C.E. 19246 DATE DRA'MNG G-328 NUMBER 4" NOTES Machined Surface ~t----:See Detail HALF PlAN FRAME & COVER 1 1/2" L36" D 1/4" chamfer 26" D j 26 1/2" D HALF SECTION FRAME & COVER 12 Ribs x 0 E ~ 1. Frame and cover shall be cast iron. Cast iron shall conform to ASTM 48, Class 358. 2. Weights: Frame 314 lbs -363 lbs. 1/8"-J ~_L~ I 7/16" I 112· I Outer Cover 285 lbs -330 lbs. Inner Cover 147 lbs -171 lbs. 3. Machine all matching surfaces and seats of frame and cover to prevent rocking. 4. Imported frames and covers shall have the country of origin marked in compliance with federal regulations. DETAIL Revision SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL dd Metric T. Stanton 03/03 Reviewed T. Stanton 04/06 Delete Metric o. Gerschoffe 05/12 35• MANHOLE FRAME AND TWO CONCENTRIC COVERS HEAVY DUTY DRAWING NUMBER M-3 I· 24" min ·I hole 5" 6" thick grout pad Slope surface of grout pad to drain away from cover, and to meet existing grade. ~ i-,;.· :,.. ·I 2" min kr:::=>" ~C.I. ----~ ~ w t 1" RISER RING Pavement C.l. Frame 1/4" --J r- ..do".· P.C.C. PlAN-IN UNPAVED AREA Brick support all around on 2" sand base. 4 NOTES 1. Cover and frame to be cast integrally with pipe box. 2. Monument base may be cast in place or precast. . " lYPICAL MONUMENT SECTION IN PAVED AREA 3. Form and taper exposed upper 6" of cast-in-place bose to a top diameter of 5". (Precast bose shall be sand backfilled). 4. Monument marker shall be a domed brass, 3" in diameter or as approved by agency. 5. Monument Location: a) Set on all centerline intersections unless actual location is modified by the Agency and shown in modified location on map. When centerline intersection is impractical, offset 5' on centerline of major street, (see detail at right). If neither centerline can be occupied, two monuments will be set in line around the front on the perimeter of a 10' diameter circle, whose center is the point. b) Set on centerline at intervals not exceeding 1 000' on straight runs. c) Set on centerline at points of curvature. d) Set on center at center points of cui-de-sacs. e) Set on centerline when center point of cul-de-sac is offset from centerline. f) These standards may be modified at the discretion of the Agency in cases where strict compliance therewith results in more monuments than it considers necessary. The following technique for reducing the number of monuments will be routine. g) Substitution of one monument on the "Point of Intersection" for monuments at the "Beginning of Curve" and the "Ending of Curve" when the "Point of Intersection" falls within the pavement area. h) Deletion of any monument otherwise required by these standards when its position can be determined by turning one angle from a point on a straight line between two other monuments, providing such point is not more than 300' from the point on which the deleted monument would hove been placed. Alteration location of monument. Tie distances shown on final sub- division map if alternate location is used. LOCATION OF STREET SURVEY MONUMENT Revision By Approved Date SAN DIEGO REGIONAL STANDARD ORA WING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval 12 75 ~dd Metric T. Stanton 03/03 Reviewed T. Stanton 04/06 Delete Metric D. Gerschoffe 05/12 D. Gerschoffe 02/14 STREET SURVEY MONUMENT Ch DRAWING NUMBER 7(2.6/ZOIZ M-10 APPENDIX "C" Tier 1 Storm Water Pollution Prevention Plan Template STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERTIFICATE v' My project is not in a category of permit types exempt from the Construction SWPPP requirements v' My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). " My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) v' My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. OWNER(S)/OWNER'S AGENT NAME (PRINT) OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) DATE E-29 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/41NCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Page 1 of 3 Development Se. uaces Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov PROJECT INFORMATION Site Address:----------- Assessor's Parcel Number:------- Project ID: ------------ Construction Permit No.: -------- Estimated Construction Start Date----- Project Duration ____ Months Emergency Contact: Name: _____________ ___ 24 hour Phone:----------- Perceived Threat to Storm Water Quality Medium Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By:---------- Date:--------- REV07/14 Erosion Control Tracking Non-Storm Water Waste Management and Materials Sediment Control BMPs Control BMPs BMPs Management BMPs Pollution Control BMPs " " " E E "" 0 0 ~ Q) "C Q) " u ·n " Cl E " E "C "' "' .E ~ 0 " Cl a. "' " " Q) ro il E ~ Q) ~ '6 .E "' 2 Cl " ·:; 2:' Cl " 1;i * Cl " " ~ m "' C" " "' Best Management Practice " a. "' .E :f " ·c " 0 ~ ~ :;: "' ~ ttl ·c. "' 8.~ 0 Q) Cl $ w .2: Q) "' E ~ (BMP) Description -7 "' 0 " E Cl !J " () "' ~ "C (ii "' 2 * "' ttl ~ -~ " ~ § Q) "' $ :; -~ 1! "' "' -g~ " 0 :::> ::J E 'a Cl -ow 0"' ~-~ $ > ~ " ~ 2 0 ttl ~1 ~~ ()1! ~ ~ i~ 0 0 " Q) 0:: "' ~:s: e>+--" iii ·c. "E ~ Q) "C Q) E 1l ~ .0 :0 ·;:: Q) u. ii; "C :0 I!! :n-g ~u .q ~q $ 1l "C "' 0 0 a. '6 " ~ " .9J ~ ~~ N " Q) ~ 0 Q) .<:: .0 !!! "' c\5~ .l!lo ~.r ~8 "' .s ~ "' 0 Cl Cii U5 (/) () u: Cl (/) (/) (/) (f)0:: ll. >U 2 2 (/) (f) I () CASQA Designation -7 0 0 '\' ~ w '? "t "? :z "; "' 0 ~ ~ '? "; «! ~ ~ '? "t i 'f! «! () 0 LJJ LJJ LJJ LJJ w w ,;, (f) (f) (f) 2 ~ 2 2 w LJJ w (f) (f) (f) (f) (f) (f) (f) f-f-z z z z 5: 5: s: 5: 5: Construction Activity w (f) Gradin il Disturbance Trenc xcavation Stock Drilling/Boring Concrete/Asphalt Saw cutting Concrete flatwork Paving Conduit/Pioe Installation Stucco/Mortar Work Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatering Site Access Across Dirt Other list: Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs. then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" co'· To learn r. measures. ut what each BMP description means, you may wish to review the BMP Reference Handout prepared to assis .eference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the ots in the selection of appropriate Best Management Practice .,s selected BMPs to a project. N W.E s Scale of map Site Map Features displayed on the map must include: • An outline of the entire property • Location and brief description of construction activity areas (e.g. grading, building, trenching, fueling areas, waste container area, wash racks, hazardous material storage areas, etc.) • Location and flow direction arrows for existing drainage facilities (ditches, channels, inlets, storm drains, etc.) • Location of existing storm water BMP controls (sediment basins, oil! water separators, sumps, etc.) • Location of proposed storm water BMP controls with brief description or legend reference APPENDIX "D" Signing and Striping Notes CITY OF CARLSBAD STANDARD NOTES FOR SIGNING AND STRIPING PLANS GENERAL NOTES: 1. The contractor is responsible for installation of all signing and striping. 2. All signing, striping and pavement markings shall conform to the California Manual on Uniform Traffic Control Devices (latest version), the Caltrans Standard Plans and Specifications (latest version), these plans and the Special Provisions. 3. All signing and striping is subject to the approval of the Public Works Director or his representative, prior to installation. 4. Any deviation from these signing and striping plans shall be approved by the Public Works Director or his representative prior to any change in the field. 5. All striping shall be reflective per Caltrans specifications. Striping shall be repainted two weeks after initial painting. 6. All permanent signage shall be reflective per ASTM Designation D4956 and shall use Type IV prismatic reflective sheeting (High Intensity Prismatic or equal) unless otherwise specified. R1-1 "STOP", R1-2 "YIELD", R2-1 "SPEED LIMIT" and street name signs shall use Type IX prismatic cube-corner reflective sheeting (Diamond Grade VIP or equal). 7. Prior to final acceptance of street improvements, all street striping and markings within a 500' perimeter of the construction project will be restored to a "like new" condition, in a manner meeting the approval of the City Inspector. 8. Exact location of striping and stop limit lines shall be approved by the Public Works Director or his representative prior to installation. 9. Contractor shall remove all conflicting painted lines, markings and pavement legends by grinding. Debris shall be promptly removed by the contractor. 10. All pavement legends shall be the latest version of the Caltrans stencils. 11. Limit lines and crosswalks shall be field located. Crosswalks shall have 10' inside dimension unless otherwise specified. 12. All crosswalks, limit lines, stop bars, pavement arrows and pavement legends shall be thermoplastic unless otherwise specified. Preformed thermoplastic arrows and legends shall not be acceptable. 13. Bike lane legends and arrows shall be painted. 14. Size of signs shall be based upon the recommended sign sizes found in the California Manual on Uniform Traffic Control Devices unless otherwise specified. 15. Sign posts shall be square perforated steel tubing with breakaway base per San Diego Regional Standard Drawing M-45. 16. When a sign is attached to a pole, it shall be mounted using a standard City of Carlsbad approved mounting bracket with straps. Page 1 of 2 Q:\Public Works\PW Common\Agreements & Contracts\Contracts\2016 Contracts\6608 NWQSDP-Roosevelt North\General Notes- Signing & Striping (2015).doc\Revised 10.20.15 (JTK) CITY OF CARLSBAD STANDARD NOTES FOR SIGNING AND STRIPING PLANS 17. Existing signs removed by the contractor shall be delivered by the contractor to the City of Carlsbad Public Works Yard at 405 Oak Avenue. 18. All signs shown on these plans shall be new signs provided and installed by the contractor except those signs specifically shown as existing to be relocated or to remain. 19. Fire hydrant pavement markers shall conform to the California MUTCD and San Diego Regional Standard Drawing M-19. Page 2 of 2 Q:\Public Works\PW Common\Agreements & Contracts\Contracts\2016 Contracts\6608 NWQSDP-Roosevelt North\General Notes- Signing & Striping (2015).doc\Revised 10.20.15 (JTK) APPENDIX "E" Pothole Report July 2015 REPORT FOR: City of Carlsbad Public Works Department 1635 Faraday Avenue Carlsbad, CA 92008 Attn: Sherri Howard PROJECT# Xl50078 Phone: 760-480-2347 Fax: 760-739-8034 Cell: 760-419-1360 UTILITY LOCATING AND POTHOLING AREA: Roosevelt Street Storm Drain Improvements Carlsbad, CA TABLE OF CONTENTS 1. INTRODUCTION 2. PROJECT DESCRIPTION AND SITE SPECIFIC DETAILS 3. PROJECTMAP 4. POTHOLE AREA MAP 5. POTHOLE TABULATION 6. RECORD OF TEST HOLE DATA SHEETS PREPARED BY AIRX UTILITY SURVEYORS 2534 East El Norte Parkway Suite C Escondido, CA 92027 Tel. 760-480-2347 www .atrxus.com DESCRIPTION OF POTHOLE PROCEDURES AIRX Utility Surveyors performs a full range of specialized engineering services including Underground Utility Location and Vacuum Excavation (to verify depth and alignment of underground utilities). Underground Utility Location employs sophisticated electronic locating devices to trace the route of an underground utility; then the route is marked on the surface with marking paint in paved areas, or with 60 penny nails and feathers in unpaved areas. Vacuum excavation employs a vacuum truck in conjunction with high-pressure air or water to excavate material and expose an underground utility. A 10 to 12 inch diameter hole is first cored or chiseled through the pavement so that the vacuum hose and high pressure air or water hose can be inserted. Utilities found during potholing are located on the surface by placing two reference points (typically 36 inches apart) on either side of the pothole along the centerline (or edge) of the utility, using paving nails or 60 penny nails as appropriate. Depth measurements (to the nearest Yz inch) are taken midway between the two reference points. Utility alignment, depth, and other data is marked with pink paint (on pavement), or on wood lath (unpaved areas). SITE SPECIFIC DETAILS AirX was contracted by Sherri Howard from City of Carlsbad to perform utility locating and potholing services at Roosevelt Street in the City of Carlsbad, California. A total of 6 potholes were excavated to establish depth and connection points on a variety of utilities. The results ofthe data are contained in the attached spreadsheet and data sheets. In preparation of these excavations, Air X marked out the dig locations and called in for USA (Underground Service Alert). All traffic control plans and permits were drawn and applied for by AirX and all traffic control was set up by AirX. All of the excavations and discovery went without any major incident except for pothole 2 which was canceled as there is no underground electrical line present at this location. Any changes and adjustments are mentioned in the Pothole Tabulation spreadsheet and Record of Test Hole Data Sheets. All the results were annotated on the ground and in this report. It is AirX's recommendation that all pothole locations and the active mark out should be surveyed to aid in the adjustment of utilities on the final plan and profile. At each pothole location, the utility alignment was marked with pink paint and paving nails. AirX used potable water acquired offsite for the vacuum excavation, and all water and material vacuumed was disposed of offsite. No water was allowed to flow into storm drains or natural drainage. The potholes were filled with a clean backfi11 material over the exposed utilities and compacted to 95% density in 3 inch lifts. The pavement was patched with an equal thickness of replacement asphalt. All field work for this project was performed on July 15th and 16th 2015. STORM DRAIN IMPROVEMENTS PROJECT MAP -POTHOLE AREA (CARLSBAD, CA) POTHOLE AREA-ROOSEVELT STREET (CARLSBAD, CA) POTHOLE TABULATION FOR STORM DRAIN IMPROVEMENTS PROJECT -(CARLSBAD, CA) Depth-Depth-Depth- Ground to Ground to Ground to Pothole Pavement Utility Size& Top of Top of Bottom of Utility Number Date Street Thickness Utility Type Material Soil Type Utility Encasement Encasement Orientation Description & Location Notes Pothole 1 is located in the eastbound lane of Laguna Utility was found directly on markout. Asphalt-7.0" Drive approximately 30 feet west from the 1 07/16/15 Laguna Drive Concrete-N/A Water 12.0" ACP Sand/Clay 56.0" TIP N/A N/A WIE intersection with Roosevelt Street. Total-7.0" Pothole 2 was canceled as there is no 2 Canceled Roosevelt Street N/A Electric N/A N/A N/A N/A N/A N/A N/A underground electric utility present at this location. Pothole 3 is located in theSE bound lane of Utility was found directly on markout. Asphalt-8.0" Roosevelt Street approximately 225 feet SE from the 3 07115/15 Roosevelt Street Concrete-N/A Gas 314" Steel Sand/Clay 48.0" TIP N/A N/A NEISW intersection with Laguna Drive. Total-8.0" Pothole 5 is located in the SE bound lane of Utility was found directly on markout. Asphalt-9.0" Roosevelt Street approximately 315 feet SE from the 5 07/15/15 Roosevelt Street Concrete-N/A Gas 314" Steel Sand/Clay 22.0" T/P N/A NIA NE/SW intersection with Laguna Drive. Total-9.0" Pothole 6 is located in the SE bound lane of Utility was found directly on markout. Asphalt-8.0" Roosevelt Street approximately 500 feet SE from the 6 07/15/15 Roosevelt Street Concrete -N/A Gas 314" Steel Sand/Clay 32.5"T/P N/A N/A NE/SW intersection with Laguna Drive. Total-8.0" Pothole 6 is located in theSE bound lane of Utility was not marked out. Asphalt-8.0" Roosevelt Street approximately 500 feet S E from the 6 07/15/15 Roosevelt Street Concrete-N/A Storm Drain 16.0" RCP Sand/Clay 20.0"T/P N/A N/A NW/SE intersection with Laguna Drive. Total-8.0" Pothole 7 is located in the SE bound lane of Utility was found directly on markout. Asphalt-8.0" Roosevelt Street approximately 520 feet SE from the 7 07/15115 Roosevelt Street Concrete-N/A Gas 2.0"Steel Sand/Clay 39.0" T/P N/A N/A NWISE intersection with Laguna Drive. Total-8.0" Pothole 8 is located in the NW bound lane of Utility was found directly on markout. Asphalt-8.0" Roosevelt Street approximately 520 feet SE from the 8 07116115 Roosevelt Street Concrete-N/A Water 8.0"ACP Sand/Clay 42.0" TIP N/A N/A NW/SE intersection with Laguna Drive. Total-8.0" Pothole 8 is located in the NW bound lane of Utility was not marked out. Asphalt-8.0" Roosevelt Street approximately 520 feet SE from the 8 07/16/15 Roosevelt Street Concrete -N/A Stonm Drain 10.0" Concrete Sand/Clay 290"T/P N/A N/A NE/SW intersection with laguna Drive. Total-8.0" RECORD OF TEST HOLE DATA UTILITY TYPE Water 2 3 4 SIZE & MATERIAL 12.0" ACP UTILITY DEPTH 56.0" TIP ENCASEMENT TOP N/A AIRX JOB NO: X150078 TEST HOLE NO: 1 DATE DUG: 07-16-15 ENCASEMENT BOTTOM N/A UTILITY DIRECTION W/E APPROXIMATE STATION NORTHING COORDINATES EASTING COORDINATES GROUND ELEVATION UTILITY ELEVATION 2 _____ _ 3 ------4 _____ _ PAVEMENT THICKNESS: UTILITY MARKED BY USA: MARKOUT LOCATION CORRECT: UTILITY SHOWN ON PLAN: COMMENTS: 7.0" ASPHALT: 7.0" Yes Yes Yes Pothole 1 is located in the eastbound lane of Laguna Drive approximately 30 feet west from the intersection with Roosevelt Street. This photo was taken standing in front of pothole 1 looking east. CONCRETE: N/A BASE COURSE: N/A TRACER WIRE FOUND: PIPE COVER MATERIAL: OVERBURDEN MATERIAL: No N/A Sand/Clay A close up view of 12 inch ACP water utility found in pothole 1 at the depth of 56 inches TIP. Utility runs in a W/E direction at the pothole location and was found directly on markout. UTILITY TYPE Gas 2 3 4 APPROXIMATE STATION 2 ------3 _____ _ 4 ------ PAVEMENT THICKNESS: UTILITY MARKED BY USA: SIZE & MATERIAL 3/4" Steel NORTHING COORDINATES 8.0" MARK OUT LOCATION CORRECT: UTILITY SHOWN ON PLAN: COMMENTS: RECORD OF TEST HOLE DATA UTILITY DEPTH 48.0" T/P EASTING COORDINATES ASPHALT: 8.0" Yes Yes Yes ENCASEMENT TOP N/A GROUND ELEVATION CONCRETE: N/A AIRX JOB NO: X150078 TEST HOLE NO: 3 DATE DUG: 07-15-15 ENCASEMENT BOTTOM N/A UTILITY ELEVATION UTILITY DIRECTION NEISW BASE COURSE: Ill/A TRACER WIRE FOUND: No N/A Sand/Clay PIPE COVER MATERIAL: OVERBURDEN MATERIAL: Pothole 3 is located in the SE bound lane of Roosevelt Street approximately 225 feet SE from the intersection with Laguna Drive. This photo was taken standing in front of pothole 3 looking NW. A close up view of 3/4 inch steel gas utility found in pothole 3 at the depth of 48 inches T/P. Utility runs in a NE/SW direction at the pothole location and was found directly on markout. 2 UTILITY TYPE Gas ----------------3 ______________ __ 4 ______________ __ APPROXIMATE STATION 2 __________ __ 3 _________ _ 4 _________ _ PAVEMENT THICKNESS: UTILITY MARKED BY USA: SIZE & MATERIAL 3/4" Steel NORTHING COORDINATES 9.0" MARKOUT LOCATION CORRECT: UTILITY SHOWN ON PLAN: COMMENTS: RECORD OF TEST HOLE DATA UTILITY DEPTH 22.0" T/P EASTING COORDINATES ASPHALT: 9.0" Yes Yes Yes ENCASEMENT TOP N/A GROUND ELEVATION CONCRETE: N/A AIRX JOB NO: X150078 TEST HOLE NO: 5 DATE DUG: 07-15-15 ENCASEMENT BOTTOM N/A UTILITY ELEVATION UTILITY DIRECTION NE/SW BASE COURSE: N/A TRACER WIRE FOUND: No N/A Sand/Clay PIPE COVER MATERIAL: OVERBURDEN MATERIAL: Pothole 5 is located in the SE bound lane of Roosevelt Street approximately 315 feet SE from the intersection with Laguna Drive. This photo was taken standing in front of pothole 5 looking NW. A close up view of 3/4 inch steel gas utility found in pothole 5 at the depth of 22 inches T/P. Utility runs in a NE/SW direction at the pothole location and was directly on markout. UTILITY TYPE 1 Gas 2 Storm Drain 3 4 APPROXIMATE STATION 2 _____ _ 3 _____ _ 4 _____ _ PAVEMENT THICKNESS: UTILITY MARKED BY USA: SIZE & MATERIAL 3/4" Steel 16.0" RCP NORTHING COORDINATES 8.0" MARKOUT LOCATION CORRECT: UTILITY SHOWN ON PLAN: COMMENTS: Storm drain utility was not marked out. RECORD OF TEST HOLE DATA UTILITY DEPTH 32.5" T/P 20.0" T/P EASTING COORDINATES ASPHALT: 8.0" Yes Yes Yes ENCASEMENT TOP N/A N/A GROUND ELEVATION CONCRETE: N/A AIRX JOB NO: X150078 TEST HOLE NO: 6 DATE DUG: 07-15-15 ENCASEMENT BOTTOM N/A N/A UTILITY ELEVATION UTILITY DIRECTION NEISW NW/SE BASE COURSE: IN/A TRACER WIRE FOUND: No N/A Sand/Clay PIPE COVER MATERIAL: OVERBURDEN MATERIAL: Pothole 6 is located in the SE bound lane of Roosevelt Street approximately 500 feet SE from the intersection with Laguna Drive. This photo was taken standing in front of potholes 6 and 7 looking NW. A close up view of 3/4 inch steel gas utility found in pothole 6 at the depth of 32.5 inches T/P. Utility runs in a NE/SW direction at the pothole location and was found directly on markout. In addition AirX crew found 16 inch RCP storm drain utility at the depth of 20 inches TIP. Utility runs in a NW/Se direction at the pothole location and was not marked out. RECORD OF TEST HOLE DATA UTILITY TYPE Gas 2 ______________ _ 3 ______________ _ 4 ______________ _ APPROXIMATE STATION 2 _________ _ 3 ______ _ 4 _____ _ PAVEMENT THICKNESS: UTILITY MARKED BY USA: SIZE & MATERIAL 2.0" Steel NORTHING COORDINATES 8.0" MARKOUT LOCATION CORRECT: UTILITY SHOWN ON PLAN: COMMENTS: UTILITY DEPTH 39.0" TIP EASTING COORDINATES ASPHALT: 8.0" Yes Yes Yes ENCASEMENT TOP N/A GROUND ELEVATION CONCRETE: N/A AIRX JOB NO: X150078 TEST HOLE NO: 7 DATE DUG: 07-15-15 ENCASEMENT BOTTOM N/A UTILITY ELEVATION UTILITY DIRECTION NW/SE BASE COURSE: N/A TRACER WIRE FOUND: No N/A Sand/Clay PIPE COVER MATERIAL: OVERBURDEN MATERIAL: Pothole 7 is located in the SE bound lane of Roosevelt Street approximately 520 feet SE from the intersection with Laguna Drive. This photo was taken standing in front of potholes 6 and 7 looking NW. A close up view of 2 inch steel gas utility found in pothole 7 at the depth of 39 inches TIP. Utility runs in a NW/SE direction at the pothole location and was found directly on markout. UTILITY TYPE Water 2 Storm Drain ----~~--------3 ______________ __ 4 ______________ __ APPROXIMATE STATION 2 __________ __ 3 _________ __ 4 __________ __ PAVEMENT THICKNESS: UTILITY MARKED BY USA: SIZE & MATERIAL 8.0" ACP 10.0" CON NORTHING COORDINATES 8.0" MARKOUT LOCATION CORRECT: UTILITY SHOWN ON PLAN: COMMENTS: RECORD OF TEST HOLE DATA UTILITY DEPTH 42.0" T/P 29.0" T/P EASTING COORDINATES ASPHALT: 8.0" Yes Yes Yes ENCASEMENT TOP N/A N/A GROUND ELEVATION CONCRETE: N/A AIRX JOB NO: X150078 TEST HOLE NO: 8 DATE DUG: 07-16-15 ENCASEMENT BOTIOM N/A N/A UTILITY ELEVATION UTILITY DIRECTION NW/SE NE/SW BASE COURSE: N/A TRACER WIRE FOUND: No N/A Sand/Clay PIPE COVER MATERIAL: OVERBURDEN MATERIAL: Pothole 8 is located in the NW bound lane of Roosevelt Street approximately 520 feet SE from the intersection with Laguna Drive. This photo was taken standing in front of pothole 8 looking NE. A close up view of 8 inch ACP water utility found in pothole 8 at the depth of 42 inches T/P. Utility runs in a NW/SE direction at the pothole location and was found directly on markout. In addition AirX crew found 10 inch concrete storm drain utility at the depth of 29 inches T/P. Utility runs in a NE/SW direction at the pothole location. APPENDIX "F" Bioclean Catch Basin Device Section [ 1 Stormwater Catch Basin Filtration Device PART 1 -GENERAL 01.01.00 Purpose The purpose of this specification is to establish generally acceptable criteria for devices used for filtration of stormwater runoff captured by catch basins with curb openings. It is intended to serve as a guide to producers, distributors, architects, engineers, contractors, plumbers, installers, inspectors, agencies and users; to promote understanding regarding materials, manufacture and installation; and to provide for identification of devices complying with this specification. 01.02.00 Description Stormwater Catch Basin Filtration Devices (SCBFD) are used to filter stormwater runoff captured by catch basins. The SCBFD is a filter system composed of a filtration basket, media filtration boom and a shelf system. SCBFDs are used to remove various pollutants from stormwater by means of screening, separation and media filtration. 01.03.00 Manufacturer The manufacturer of the SCBFD shall be one that is regularly engaged in the engineering, design and production of systems developed for the treatment of stormwater runoff for at least (1 0) years, and which have a history of successful production, acceptable to the engineer of work. In accordance with the drawings, the SCBFD(s) shall be a filter device manufactured/distributed by Bio Clean Environmental Services, Inc., or assigned distributors or licensees. BioClean Environmental Services, Inc. can be reached at: Corporate Headquarters: 2972 San Luis Rey Road Oceanside, CA 92058 Phone: (760) 433-7640 Fax: (760) 433-3176 www.biocleanenvironmental.net 01.04.00 Submittals 01.04.01 01.04.02 01.04.03 Shop drawings are to be submitted with each order to the contractor and engineer of work. Shop drawings are to detail the SCBFD, its components and the sequence for installation, including: • SCBFD configuration with primary dimensions • Various SCBFD components • Any accessory equipment Inspection and maintenance documentation submitted upon request. 01.05.00 Work Included 01.05.01 01.05.02 Specification requirements for installation of SCBFD. Manufacturer to supply SCBFD(s): • Filtration Basket • Shelf System -Trough and Weir • Media Filtration Boom Storm water Catch Basin Filtration Device Page 1 of 6 01.05.03 Media Filtration Boom shall be provided with each Filtration Basket housed in nylon netting and securely fastened entrance to the Filtration basket. Each media boom shall contain polymer beads to permanently absorb hydrocarbons. 01.06.00 Reference Standards ASTM E2016-99(2004)e1 Standard Specification for Industrial Woven Wire Cloth ASTMA240 Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications ASTM F 716 Testing Sorbent Performance of Absorbents ASTM F 726 Sorbent Performance of Absorbents ASTM D3787 -07 Standard Test Method for Bursting Strength of Textiles-Constant-Rate-of-Traverse (CRT) Ball Burst Test ASTM D2690-98 Standard Test Method for lsophthalic Acid in Alkyd and Polyester Resins ASTM C 582-02 Standard Specification for Contact-Molded Reinforced Thermosetting Plastic (RTP) Laminates for Corrosion-Resistant Equipment ASTM D638 Standard Test Method for Tensile Properties of Plastics ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM D648 Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position ASTM D 2583 Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol lmpressor ASTM D 4097 Standard Specification for Contact-Molded Glass-Fiber-Reinforced Thermoset Resin Corrosion-Resistant Tanks ASTM D3409 Standard Test Method for Adhesion of Asphalt-Roof Cement to Damp, Wet, or Underwater Surfaces IFI114 Break Mandrel Blind Rivets PART 2-COMPONENTS 02.01.00 Shelf System Components 02.01.01 02.01.02 02.01.03 Main Trough System & Weir shall be manufactured of 100% marine grade polyester resin and fiberglass strands. • The entire fiberglass structure must be coated with a polyester gel coating with ultra violet inhibitors incorporated into the coating for maximum ultra violet protection. • Fiberglass must have a minimum thickness of 3/16". Mounting Hardware shall be 100% non-corrosive metals. • Nuts and Bolts • Rivets • Support Brackets • Concrete Anchors Concrete Filler and Sealant shall be made of Acrylic Emulsion and have a minimum service temperature range of -30°F to 150°F. Stormwater Catch Basin Filtration Device Page 2 of 6 02.02.00 Filter Basket Components 02.02.0'1 02.02.02 02.02.03 02.02.04 Fiiter Housing shall be manufactured of 100% marine grade polyester resin and fiberglass strands. • The entire fiberglass structure must be coated with a polyester gel coating with ultra violet inhibitors incorporated into the coating for maximum ultra violet protection. • Fiberglass must have a minimum thickness of 3/16". Screens shall be manufactured of 304 stainless steel mesh constructed per ASTM E2016-99(2004). Handles shall be manufactured entirely of aluminum and be mounted to the filter housing using mounting hardware per section 02.01.02 Media Filtration Boom • Filter Boom media shall be made up of granulated oil absorbing polymers that have been tested in accordance with section 11.2 of ASTM F 716.07. Filter media must be proven to absorb 180% of its weight within a 300 second contact time, and at this absorption percentage the physical increase in the size of the granules is not more that 50%. • Filter netting shall be 100% polyester with a number 16 sieve size, and strength tested per ASTM D 3787. PART3-PERFORMANCE 03.01.00 General 03.01.01 03.01.02 Function -The SCBFD has no moving internal components and functions based on gravity flow, unless otherwise specified. The SCBFD is composed of a Shelf System and a Filter Basket. Runoff enters the SCBFD from a curb opening and flows into the Shelf System which is mounted under the face of the curb opening. It then flows horizontally inside the Shelf Systems Trough to the Weir which holds the Filtration Basket. This Shelf System positions the Filtration Basket directly under the catch basin access point (manhole cover, grate or hatch). The Filtration Basket can be removed through the access point without disassembly. The Filtration Basket can also be cleaned without entering the access point by using a vacuum truck. Along the top perimeter of the Filter Basket is a tray containing a Media Filtration Boom. Water flows through and over the filtration boom and downward into the filtration basket. Stormwater enters the inside of the filtration basket and flows downward toward the bottom portion of the basket. Stormwater flow up to the peak treatment flow rate is processed through the filtration screens. These screens provide capture of TSS, sediment, particulate metals, hydrocarbons, nutrients, organics trash and debris. During the heaviest flows the basket fills with water and spills over the top to bypass directly into the bottom of the catch basin, while previously captured debris and solids are contained by a upper screen guard which prevents re-suspension. Pollutants -The SCBFD will remove and retain debris, sediments, metals, nutrients, oxygen demanding substances, bacteria and hydrocarbons entering the filter during frequent storm events and specified flow rates. For pollutant removal performance see section 03.02.00. Storm water Catch Basin Filtration Device Page 3 of 6 il. lie'' ~al;, HJVHlONA1£Nfl.! S€RVI(fS, INC 03.01.03 Treatment Flow Rate-The SCBFD operates using gravity flow. The SCBFD treatment flow rate varies by size and is provided on the drawings for each model. 03.01.04 Bypass Flow Rate-The SCBFD is designed to fit within the catch basin in a way not to affect the hydraulics. The area over the top of the Shelf System and Filter Basket is always greater than the curb opening area and/or the area of the outflow pipe. Therefore, the SCBFD does not create a critical point of restriction. 03.01.05 Pollutant Load-The SCBFD must be designed to have minimum storage capacity as documented on the drawing for each particular size and model. 03.01.06 Performance Protocol and Results-All lab testing on filtration media must be performed by an independent third party consultant and testing lab. 03.02.00 Test Performance At a minimum, the SCBFD shall be tested, according to section 03.01.05, and meet these performance specifications: 03.02.01 Filter Pollutant Removal Table REMOVAL POLLUTANT EFFICIENCY TSS-(down to 100 microns) 93% 03.02.02 Maintenance Performance Table Maintenance Activity Poor Fair Excellent 1 2 3 4 5 Ease of Attachment/Reattachment to Drain X Ease of Handling and Entry Through Manhole X Ease of Cleaning and Filter Media Replacement X Prevention of Debris Loss During Removal From Drain X Overall Maintenance Turn-Around Time - 5 Rating = 15 Minutes or Less X Total Score 22 PART 4 -EXECUTION 04.01.00 General The installation and use of the SCBFD shall conform to all applicable national, state, municipal and local specifications. 04.02.00 Installation The contractor shall furnish all labor, equipment, materials and incidentals required to install the (SCBFD) device(s) and appurtenances in accordance with the drawings, installation manual, and these specifications, and be inspected and approved by the local governing agency. Installation contractor should possess a Confined Space Entry Certification Permit, pursuant to OSHA standards. Any damage to catch basin and surrounding infrastructure caused by the installation of the SCBFD is the responsibility of the installation contractor. Storniwater Catch Basin Filtration Device Page 4 of 6 04.02.01 04.02.02 Shelf System will be installed in accordance with manufactures' recommendations. The Trough component will be installed the complete width of the curb opening, or underneath any wings as to provide 100% coverage of incoming stormwater. The Weir component of the Shelf System must be located directly under the manhole opening or other access point (not including the curb opening) regardless of its position relative of the curb opening. The Shelf System must be properly mounted and assembled inside the catch basin with drive pins and pop rivets per manufacture's recommendations. Once the Shelf System is secured to the walls of the catch basin all seams must be filled with sealant per section 02.01.03. Filter Basket will be inserted through the manhole opening or access point of the Shelf System directly without entry into the basin. The Filtration Basket shall be fully visible from finish surface while looking into the access point for ease of inspection and maintenance. The curb opening itself is not a point of access as maintenance personnel cannot enter. 04.03.00 Shipping, Storage and Handling 04.03.01 04.03.02 Shipping -SCBFD shall be shipped to the contractor's address and is the responsibility of the contractor to transport the unit(s) to the exact site of installation. Storage and Handling-The contractor shall exercise care in the storage and handling of the SCBFD(s) and its components prior to and during installation. Any repair or replacement costs associated with events occurring after delivery is accepted, and unloading has commenced shall be born by the contractor. The SCBFD(s) and its components shall always be stored indoors and transported inside the original shipping container(s) until the SCBFD(s) are ready to be installed. The SCBFD shall always be handled with care and lifted according to OSHA and NIOSA lifting recommendations and/or contractor's workplace safety professional recommendations. 04.04.00 Maintenance and Inspection 04.04.01 04.04.02 Inspection -After installation, the contractor shall demonstrate that the SCBFD has been properly installed at the correct location(s), elevations, and with appropriate supports and fasteners. All components associated with the SCBFD and its installation shall be subject to inspection by the engineer of work, governing agency, and the manufacture at the place of installation. In addition, the contractor shall demonstrate that the SCBFD has been installed per the manufacturer's specifications and recommendations. SCBFD(s) shall be physically inspected regularly in accordance to owner's Stormwater Pollution Prevention Plans (SWPPP) and manufacture's recommendations. An inspection record shall be kept by the inspection operator. The record shall include the condition of the SCBFD and its appurtenances. The most current copy of the inspection record shall always be copied and placed in the owner's SWPPP. Maintenance -Routine maintenance and cleaning time of the SCBFD shall take no more than 15 minutes. Routine maintenance and cleaning time shall be field test certified by a third party per section 03.01.05. SCBFD(s) must be completely maintained from outside the catch basin. The SCBFD(s) shall be inspected, maintained and cleaned 2 to 4 times a and/or in accordance to owner's Stormwater Pollution Prevention Plans (SWPPP). The maintenance shall be preformed by someone qualified. A Maintenance Manual is available upon request from the manufacturer. The manual has detailed information Storm water Catch Basin Filtration Device Page 5 of 6 04.04.03 regarding the maintenance of the SCBFD. A Maintenance Record shall be kept by the maintenance operator. The Maintenance Record shall include any maintenance activities preformed, amount and description of debris collected, and the condition of the filter. The most current copy of the Maintenance Record shall always be copied and placed in the owner's SWPPP. Material Disposal-All debris, trash, organics, and sediments captured and removed from the SCBFD shall be transported and disposed of at an approved facility for disposal in accordance with local and state regulations. Please refer to state and local regulations for the proper disposal of toxic and non-toxic material. PART 5-QUALITY ASSURANCE 05.01.00 Warranty The manufacturer shall guarantee the SCBFD against all manufacturing defects in materials and workmanship for a period of (5) years from the date of delivery to the contractor. The manufacturer shall be notified of repair or replacement issues in writing within the warranty period. The SCBFD is limited to recommended application for which it was designed. 05.02.00 Performance Certification The SCBFD manufacturer shall submit to the Engineer of Record a "Statement of Compliance" stamped by a registered engineer certifying the SCBFD is capable of achieving the specified removal efficiency for suspended solids. SCBFD not accompanied by a "Statement of Compliance" will not be accepted. The "Statement of Compliance" can be for any State or County entity that requires at least 80% removal down to 100 microns. [End of This Section] Stonnwater Catch Basin Filtration Device Page 6 of 6 Section [ ] Stormwater Catch Basin Filtration Device PART 1 -GENERAL 01.01.00 Purpose The purpose of this specification is to establish generally acceptable criteria for devices used for filtration of stormwater runoff captured by catch basins with curb openings. It is intended to serve as a guide to producers, distributors, architects, engineers, contractors, plumbers, installers, inspectors, agencies and users; to promote understanding regarding materials, manufacture and installation; and to provide for identification of devices complying with this specification. 01.02.00 Description Stormwater Catch Basin Filtration Devices (SCBFD) are used to filter stormwater runoff captured by catch basins. The SCBFD is a filter system composed of a filtration basket, media filtration packs and a shelf system. SCBFDs are used to remove various pollutants from stormwater by means of screening, separation and media filtration. 01.03.00 Manufacturer The manufacturer of the SCBFD shall be one that is regularly engaged in the engineering, design and production of systems developed for the treatment of stormwater runoff for at least (1 0) years, and which have a history of successful production, acceptable to the engineer of work. In accordance with the drawings, the SCBFD(s) shall be a filter device manufactured/distributed by Bio Clean Environmental Services, Inc., or assigned distributors or licensees. BioClean Environmental Services, Inc. can be reached at: Corporate Headquarters: 2972 San Luis Rey Road Oceanside, CA 92058 Phone: (760) 433-7640 Fax: (760) 433-3176 www.biocleanenvironmental.net 01.04.00 Submittals 01.04.01 01.04.02 01.04.03 Shop drawings are to be submitted with each order to the contractor and engineer of work. Shop drawings are to detail the SCBFD, its components and the sequence for installation, including: • SCBFD configuration with primary dimensions • Various SCBFD components • Any accessory equipment Inspection and maintenance documentation submitted upon request. 01.05.00 Work Included 01.05.01 01.05.02 Specification requirements for installation of SCBFD. Manufacturer to supply SCBFD(s): • Filtration Basket " Skimmer Tray • Shelf System -Trough and Weir • Media Filtration Packs (41ayers) Storm water Catch Basin Filtration Device Page 1 of 7 01.05.03 Polymer Hydrocarbon Booms shall be provided with each Filtration Basket housed in nylon netting and securely fastened to the Skimmer Tray. 01.06.00 Reference Standards ASTM E2016-99(2004)e1 Standard Specification for Industrial Woven Wire Cloth ASTMA240 Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications ASTM F 716 Testing Sorbent Performance of Absorbents ASTM F 726 Sorbent Performance of Absorbents ASTM D3787 -07 Standard Test Method for Bursting Strength of Textiles-Constant-Rate-of-Traverse (CRT) Ball Burst Test ASTM D2690-98 Standard Test Method for lsophthalic Acid in Alkyd and Polyester Resins ASTM C 582-02 Standard Specification for Contact-Molded Reinforced Thermosetting Plastic (RTP) Laminates for Corrosion-Resistant Equipment ASTM D638 Standard Test Method for Tensile Properties of Plastics ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical lnsulatif}g Materials ASTM D648 Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position ASTM D2583 Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barco! lm_f)fessor ASTM D4097 Standard Specification for Contact-Molded Glass-Fiber-Reinforced Thermoset Resin Corrosion-Resistant Tanks ASTM D3409 Standard Test Method for Adhesion of Asphalt-Roof Cement to Damp, Wet, or Underwater Surfaces IFI114 Break Mandrel Blind Rivets PART 2-COMPONENTS 02.01.00 Shelf System Components 02.01.01 02.01.02 02.01.03 Main Trough System & Weir shall be manufactured of 100% marine grade polyester resin and fiberglass strands. • The entire fiberglass structure must be coated with a polyester gel coating with ultra violet inhibitors incorporated into the coating for maximum ultra violet protection. • Fiberglass must have a minimum thickness of 3/16". Mounting Hardware shall be 100% non-corrosive metals. • Nuts and Bolts • Rivets • Support Brackets • Concrete Anchors Concrete Filler and Sealant shall be made of Acrylic Emulsion and have a minimum service temperature range of -30°F to 150°F. Stormwater Catch Basin Filtration Device Page 2 of 7 02.02.00 Filter Basket Components 02.02.01 02.02.02 02.02.03 02.02.04 02.02.05 02.02.06 Filter Housing shall be manufactured of 100% marine grade polyester resin and fiberglass strands. • The entire fiberglass structure must be coated with a polyester gel coating with ultra violet inhibitors incorporated into the coating for maximum ultra violet protection. • Fiberglass must have a minimum thickness of 3/16". Screens shall be manufactured of 304 stainless steel mesh constructed per ASTM E2016-99(2004). Handles shall be manufactured entirely of aluminum and be mounted to the filter housing using mounting hardware per section 02.01.02 Hydrocarbon Filter Boom • Filter Boom media shall be made up of granulated oil absorbing polymers that have been tested in accordance with section 11.2 of ASTM F 716.07. Filter media must be proven to absorb 180% of its weight within a 300 second contact time, and at this absorption percentage the physical increase in the size of the granules is not more that 50%. • Filter netting shall be 100% polyester with a number 16 sieve size, and strength tested per ASTM D 3787. Skimmer shall be constructed of fiberglass per section 02.02.01 and be capable of capturing and retaining debris and sediment and preventing re- suspension and discharge during high flows. Media Filtration Pack shall include all of the following components: • Removable Screen shall be manufactured of 304 stainless steel mesh screen with a fiberglass frame constructed per section 02.02.01. Removable Screen shall be mounted to filter housing using mounting hardware per section 02.01.02. • Coconut Mat is made of woven all natural coconut fibers and all natural rubber. • BioMediaWHITE is made from food-grade polyethylene terephthalate (PET) and polyethylene (PE). • BioMediaGREEN is a lightweight ridged inert filter media with an apparent density between 40 and 1 00kg/m3, and an 80% void space, and meets the performance specifications stated in section 03.02.00. • Expanded Shale media shall consist of structural light weight aggregates made of ceramic material produced by expanding and vitrifying select shales, clays, and slates in a rotary kiln. This process produces a high quality ceramic aggregate that is structurally strong, physically stable., durable, environmentally inert, light in weight, and highly insulative. It is a natural, non toxic, absorptive aggregate that is dimensionally stable and will not degrade over time. Media must be produced to meet the requirements of ASTM C330, ASTM C331, and AASHTO M195. Aggregates must have minimum 24-hour water absorption of 10.5% mass. Storm water Catch Basin Filtration Device Page 3 of 7 1 PART3-PERFORMANCE 03.01.00 General 03.01.01 03.01.02 03.01.03 03.01.04 03.01.05 Function-The SCBFD has no moving internal components and functions based on gravity flow, unless otherwise specified. The SCBFD is composed of a Shelf System and a Filter Basket Runoff enters the SCBFD from a curb opening and flows into the Shelf System which is mounted under the face of the curb opening. It then flows horizontally inside the Shelf Systems Trough to the Weir which holds the Filtration Basket This Shelf System positions the Filtration Basket directly under the catch basin access point (manhole cover, grate or hatch). The Filtration Basket can be removed through the access point without disassembly. The Filtration Basket can also be cleaned without entering the access point by using a vacuum truck. Around the top perimeter of the Filter Basket is a tray containing a Hydrocarbon Filter Boom. Water flows through and over the hydrocarbon filter boom and downward into the filtration basket. Stormwater enters the inside of the filtration basket and flows downward toward the bottom portion of the basket, where the filtration media is housed. Stormwater flow up to the peak treatment flow rate is processed through the filtration media pack and discharges out the bottom of the filtration basket. As flow rates increase the water level over the media filtration pack builds until it reaches the screens on the upper portion of the filtration basket. Stormwater flow in access of the peak treatment rate flows though the screens. These screens provide capture of trash and debris during higher peak flows. During the heaviest flows the basket fills with water and spills over the top to bypass directly into the bottom of the catch basin, while previously captured debris and solids are contained by a Skimmer Tray which prevents re-suspension. Pollutants -The SCBFD will remove and retain debris, sediments, metals, nutrients, oxygen demanding substances, bacteria and hydrocarbons entering the filter during frequent storm events and specified flow rates. For pollutant removal performance see section 03.02.00. Treatment Flow Rate-The SCBFD operates using gravity flow. The SCBFD provides two levels of treatment. The media filtration pack portion of the SCBFD is capable of treating .113 cfs or 50.7 gpm for a standard basket with an inside top diameter of 16.5". Runoff flowing through the media filtration pack will make contact with the various media layers including the BioMediaGREEN. The SCBFD is to be sized so the media filtration pack treats the calculated water quality flow rate per local standards. The SCBFD also provides a secondary level of treatment of 3.42 cfs for trash and large debris. Bypass Flow Rate -The SCBFD is designed to fit within the catch basin in a way not to affect the hydraulics. The area over the top of the Shelf System and Filter Basket is always greater than the curb opening area and/or the area of the outflow pipe. Therefore, the SCBFD does not create a critical point of restriction. Pollutant Load -The SCBFD must be designed to have minimum storage capacity of 0.69 cubic feet of suspended solids, with an additional 0.78 cubic feet for trash and large debris, and 3.2 pounds of hydrocarbons. Stormwater Catch Basin Filtration Device Page4 of 7 03.01.06 Performance Protocol and Results-All lab testing on filtration media must be performed by an independent third party consultant and testing lab. The independent consultant must be a certified CPESC, CPSWQ, CESSWI, CISEC and REA 1. Any maintenance time requirement claims for the SCBFD must be from field testing by an accredited university under supervision by a qualified individual with a PhD, and for a duration of no less than two years. Independent field testing for oil & grease, and metals removal must be performed for a city or county agency and taken to an agency approved lab. 03.02.00 Test Performance At a minimum, the SCBFD shall be tested, according to section 03.01.05, and meet these performance specifications: 03.02.01 Media Filter Pollutant Removal Table REMOVAL POLLUTANT EFFICIENCY TSS-(mean particle size 20 microns) 85.35% Dissolved Phosphorus 69.66% Dissolved Copper 79.15% Dissolved Lead 98.19% Dissolved Zinc 78.22% Oils & Grease 90.70% TPH 99.99% Turbidity 99.19% Fecal Coliform 68.00% 03.02.02 Maintenance Performance Table Maintenance Activity Poor Fair Excellent 1 2 3 4 5 Ease of Attachment/Reattachment to Drain X Ease of Handling and Entry Through Manhole X Ease of Cleaning and Filter Media Replacement X Prevention of Debris Loss During Removal From Drain X Overall Maintenance Turn-Around Time - 5 Rating = 15 Minutes or Less X Total Score 22 03.02.03 Field Test Data Table REMOVAL POLLUTANT EFFICIENCY Zinc 95% Lead 87% Copper 95% Hydrocarbons 95% Chromium 89% Iron 99% Storm water Catch Basin Filtration Device Page 5 of 7 1 PART 4-EXECUTION 04.01.00 General The installation and use of the SCBFD shall conform to all applicable national, state, municipal and local specifications. 04.02.00 Installation The contractor shall furnish all labor, equipment, materials and incidentals required to install the (SCBFD) device(s) and appurtenances in accordance with the drawings, installation manual, and these specifications, and be inspected and approved by the local governing agency. Installation contractor should possess a Confined Space Entry Certification Permit, pursuant to OSHA standards. Any damage to catch basin and surrounding infrastructure caused by the installation of the SCBFD is the responsibility of the installation contractor. 04.02.01 04.02.02 Shelf System will be installed in accordance with manufactures' recommendations. The Trough component will be installed the complete width of the curb opening, or underneath any wings as to provide 100% coverage of incoming stormwater. The Weir component of the Shelf System must be located directly under the manhole opening or other access point (not including the curb opening) regardless of its position relative of the curb opening. The Shelf System must be properly mounted and assembled inside the catch basin with drive pins and pop rivets per manufacture's recommendations. Once the Shelf System is secured to the walls of the catch basin all seams must be filled with sealant per section 02.01.03. Filter Basket will be inserted through the manhole opening or access point of the Shelf System directly without entry into the basin. The Filtration Basket shall be fully visible from finish surface while looking into the access point for ease of inspection and maintenance. The curb opening itself is not a point of access as maintenance personnel cannot enter. 04.03.00 Shipping, Storage and Handling 04.03.01 04.03.02 Shipping -SCBFD shall be shipped to the contractor's address and is the responsibility of the contractor to transport the unit(s) to the exact site of installation. Storage and Handling-The contractor shall exercise care in the storage and handling of the SCBFD(s) and its components prior to and during installation. Any repair or replacement costs associated with events occurring after delivery is accepted, and unloading has commenced shall be born by the contractor. The SCBFD(s) and its components shall always be stored indoors and transported inside the original shipping container(s) until the SCBFD(s) are ready to be installed. The SCBFD shall always be handled with care and lifted according to OSHA and NIOSA lifting recommendations and/or contractor's workplace safety professional recommendations. 04.04.00 Maintenance and Inspection 04.04.01 Inspection -After installation, the contractor shall demonstrate that the SCBFD has been properly installed at the correct location(s), elevations, and with appropriate supports and fasteners. All components associated with the SCBFD and its installation shall be subject to inspection by the engineer of work, governing agency, and the manufacture at the place of installation. In addition, the contractor shall demonstrate that the SCBFD has been installed Storm water Catch Basin Filtration Device Page6 of 7 04.04.02 04.04.03 per the manufacturer's specifications and recommendations. SCBFD(s) shall be physically inspected regularly in accordance to owner's Stormwater Pollution Prevention Plans (SWPPP) and manufacture's recommendations. An inspection record shall be kept by the inspection operator. The record shall include the condition of the SCBFD and its appurtenances. The most current copy of the inspection record shall always be copied and placed in the owner's SWPPP. Maintenance -Routine maintenance and cleaning time of the SCBFD shall take no more than 15 minutes. Removal and replacement of media filtration pack shall take no longer than 30 minutes. Routine maintenance and cleaning time shall be field test certified by a third party per section 03.01.05. SCBFD(s) must be completely maintained from outside the catch basin. The SCBFD(s) shall be inspected, maintained and cleaned 2 to 4 times a year and media filtration packs replaced 1 to 2 times a year and/or in accordance to owner's Stormwater Pollution Prevention Plans (SWPPP). The maintenance shall be preformed by someone qualified. A Maintenance Manual is available upon request from the manufacturer. The manual has detailed information regarding the maintenance of the SCBFD. A Maintenance Record shall be kept by the maintenance operator. The Maintenance Record shall include any maintenance activities preformed, amount and description of debris collected, and the condition of the filter. The most current copy of the Maintenance Record shall always be copied and placed in the owner's SWPPP. Material Disposal -All debris, trash, organics, and sediments captured and removed from the SCBFD shall be transported and disposed of at an approved facility for disposal in accordance with local and state regulations. Please refer to state and local regulations for the proper disposal of toxic and non-toxic material. PART 5-QUALITY ASSURANCE 05.01.00 Warranty The manufacturer shall guarantee the SCBFD against all manufacturing defects in materials and workmanship for a period of (5) years from the date of delivery to the contractor. The manufacturer shall be notified of repair or replacement issues in writing within the warranty period. The SCBFD is limited to recommended application for which it was designed. 05.02.00 Performance Certification The SCBFD manufacturer shall submit to the Engineer of Record a "Statement of Compliance" stamped by a registered engineer certifying the SCBFD is capable of achieving the specified removal efficiency for suspended solids. SCBFD not accompanied by a "Statement of Compliance" will not be accepted. The "Statement of Compliance" can be for any State or County entity that requires at least 80% removal down to 100 microns. [End of This Section] Stormwater Catch Basin Filtration Device Page 7 of 7 CALIFORNIA CURB SHELF BASKET WATER CLEANSING SYSTEM SAN DIEGO REGIONAL STANDARD CURB INLET WIDTH OF INLET WILL VARY I FIGURE 1 DETAIL OF PARTS R£MOVA8L£ BASKET CATCHES EV£RYTHING AND MAY 8£ R£MOV£D THROUGH MANHOLE WITHOUT ENTRY. AGURE 3 DETAIL OF PROC£55 BOX MANUFACTURED FROM MARINE GRADE FIBERGLASS & GEL COATED FOR UV PROTECTION 5 YEAR MANUFACTURERS WARRANTY PATENTED ALL FILTER SCREENS ARE STAINLESS STEEL FIGURE 2 DETAIL OF INSTALLATION FLOW RATES per 3 FT. Basket Q=SO*cd'"A .J 2*g*h Cd= ~"'= .67 so A(ft~) h (ft) Q (.g) Coarse Scl'fJtm .62 .84 0.146 1.08 Med Screen .56 1.36 0.75 3.53 Fine Sc~YJen .68 1.02 1.167 4.01 TOTAL 8.6 The above flow rates are based an unobstructed screens. NOTES: 1.SH£LF SYSTEM PROVIDES FOR £NTIR£ COVERAGE OF INLET OP£NING SO TO DMRT ALL FLOW TO BASKET. 2.SHa..F SYSTFM MANUFACTUR£0 FROM MARIN£ GRAD£ F1B£RGLASS,G£L COATED FOR W PROTF:CTION. 3.SHa..F SYSTFM ATTACHED TO TH£ CATCH BASIN WITH NON-CORROSJV£ HARDWARE 4.F1LTRATION BASKET STRUCTURE MANUFACTURED OF MARIN£ GRAD£ F18£RGLASS,GEL COATED FOR W PROTF:CTION. 5.F1LTRATION BASKET F1N£ SCR£81 AND COARS£ CONTAINM£NT SCR£81 MANUFACTUR£0 FROM SfAINLESS srm. 6.F1LTRATION BASKET HOWS BOOM OF ABSORB£NT M£0/A TO CAPTURE HYDROCARBONS. BOOM IS EASILY R£PLAC£0 WITHOUT REMOVING MOUNTING HARDWARE. 7.F1LTRATION BASKET LOCATION IS DIRECTLY UND£R MANHOLE FOR E'ASY MAINTF:NANC£. C:XCLUSIVI!£ CALIFORNIA DISTRIBUTOR: E310 CLI!£AN C:NVIRONMC:NTAL SC:RVICI!£ TC:L. 760-4.3.3-7640 F'AX: 760-4.3.3-.31 76 /!£mall: Tnt'o<Dbfoc:leanenvfr-onrnental.net --iNEE QIJAIJTY PROOl/CTS ARE BIJ/lT FOR fASY ClENIJNC AND ARE IJESICNED 10 BE PERNANENT INFNASTRUCTURE AND SHO/IlD lAST FOR OEr.ADES. CURB INLET BASKET SYSTEM h,..,;;:;_...,..,..,...-----1--::::,..=,...,-----1 DATI!£: 04/12/04 SCALE:SF' -1 S DRAF'TE:R: N.R.E3. UNITS -INCHES - ENVIRO-SAFE HIGH CAPAC/7Y GRATE INLET SKIMMER CALIFORNIA CURB SHELF BASKET WATER CLEANSING SYSTEM SAN DIEGO REGIONAL STANDARD CURB INLET WIDTH OF INLET WILL VARY I FIGURE 1 DErAIL OF PARTS REMOVABLE BASKET CATCHES EVERYTHING AND MAY Be REMOVED THROUGH MANHOLE WITHOUT ENTRY. FIGURE 3 DETAIL OF PROCESS BOX MANUFACTURED FROM MARINE GRADE FIBERGLASS & GEL COATED FOR UV PROTECTION 5 YEAR MANUFACTURERS WARRANTY PATENTED ALL FILTER SCREENS ARE STAINLESS STEEL FIGURE 2 DErAIL OF INSTALLA710N FLOW RATES psr 3 FT. Baskst Q=SO"cd"A ./ 2"g"h cd= '="'"''"' .67 so A(ft2) h (ft) Q (.g) Coarst Screen .62 .84 0.146 1.06 MfJd Screen .56 1.36 0.75 3.53 Fins Scraen .68 1.02 1.167 4.01 TOTAL 8.6 The abovs flow ratss ars basfJd on unobstructed scraens. NOTES: 1.SHELF SYSTEM PROVIDES FOR £NTIRE COIIFRAG£ OF INLET OPENING SO TO DIVERT AU. FLOW ro BASKET. 2.SHE1.F SYS7FM MANUFACTURED FROM MARIN£ GRAD£ FIBERGLASS,G£1. CQ41ED FOR W PROTEC710N. 3.SH£1..F SYS7FM A7TACHED TO THE CATCH BASIN WITH NON-CORROSM HARDWAR£ 4.FILTRA710N BASKEI STRUCTURE MANUFACTURED OF MARINE GRADE FIBERGLASS,GEL COAlED FOR W PROTEC710N. 5.FILTRA710N BASKEI FINE SCREEN AND COARSE CONTAINMENT SCREEN MANUFACTURED FROM STAINLESS STEEL 6.FILTRA710N BASKEI HOLDS BOOM OF ABSORBENT MEDIA TO CAPTURE HYDROCARBONS. BOOM IS EitSILY REPLACED WITHOUT REMOVING MOUN77NG HARDWAR£ l.FILTRATION BASKET LOCA710N IS DIRECTLY UNDER MANHOLE FOR EitSY MAINTENANC£ E:XCLUSIVE: CAL/rORNIA CJISTRIEJUTOR: EJ/0 CLE:AN E:NVIRONME:NTAL SE:RVICE: P.O. EJOX 869, OCE:ANSICJE:, CA. 92049 TE:L. 760-4.3.3-7640 rAX:760-4.3.3-.3176 E:rnail: in'foObioc:leananvironrnen tal. nat SUNTRE:E: TE:CI-INOL.OGIE:S stJNTRE£ QUAIJTY PROOIJCTS ARE BIJILT FOR EASY CiEANJNC AND ARE OESIGNE/J ro BE PfRIIANENT' INFRAS1RfiC1VRf AND SHOIJUJ LAST FOR OE.r:AIJES. 798 C'clffc'b';('';f_ Rf52siz'i/TI~ #2 l;;...,o;;;,..;;;;.;;a;,,..;-------,r-: ... :::;..,::-----1 T£1.. :521-8:5'7-715152 FAX :521-8:5'7-'715154 ---CURB INLET BASKET SYSTEM h;...,o;;;-;;;;;;a;,,.;-, ----1-:.,.::;-::----1 DATE:: 04/12/04 SCALE::Sr -75 DRAFTE:R: N.R.E3. UNITS -INCH~S