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Terra Pipeline Inc; 2010-04-15; PWS10-22ENG
RECORDED REQUESTED BY CITY OF CARLSBAD DOC :Ji 2011-0133462 I 11111111 11111111 11111 11111 1111111111 11111 11111 1111111111 11111 1111 1111 MAR 11, 2011 2:45 PM AND WHEN RECORDED PLEASE MAIL TO: OFFICIAL RECORDS SAN DIEGO COUNTY RECORDER'S OFFICE Ernest J. Dronenburg, Jr., COUNTY RECORDERFEES: 0.00 City Clerk City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 Notice is hereby given that: PAGES: 1 1111111111111111111111 111111111111111111111111111111111111111111111111111111111111111 Space above this line for Recorder's use. PARCEL NO: N/A --------- NOTICE OF COMPLETION 1.The undersigned is owner of the interest or estate stated below in the property hereinafter described.2.The full name of the undersigned is City of Carlsbad, 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 Nov. 4, 2010.6.The name of the contractor for such work or improvement is Terra Pipeline, Inc.7.The property on which said work or improvement was completed is in the City of Carlsbad, County ofSan Diego, State of California, and is described as follows: Corrugated Metal Pipe Replacement Program (Alder Avenue & Marron Road Storm Drains), Project No. 6607-3. 8.The street address of said property is in the City of Carlsbad. I, the undersigned, say: CITY OF CARLSBAD <Jc-i/��-�City Engin . iO . v::--Tcul:..r I LI) 1 tM.J. fa '7 VERIFICATION OF CITY CLERK d-€pu.J.-<-t (!l½ (}.J� I am the City Clerk of the City of Carlsbad, 1200 Carlsid Village Drive, Carlsbad, California, 92008; the City Council of said City on � tue-h , 2011, accepted the abovedescribed work as completed and orderedtht a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on /J}11 -1 -Cb q A6 201 '-llO 1\f� o2011� 035 , 2011, at Carlsbad, California. CITY OF CARLSBAD . ORI GINAL FILE CONTRACT CHANGE ORDER TRANSMITTAL -C/0 #1 Project: 6607-3 / Corrugated Metal Pipe Replacement Program (Alder Avenue & Marron Road Storm Drains) Date Routed: Reasons for changes: To: Department Head Engineering Inspection Finance Director City Manager/Mayor Engineering Inspection (CM&I) Item 1 The contractor is anticipating using a more shoring and bracing than was identified in the contract documents. Item 2 It was determined that City staff could perform the pre-construction video rather than reimbursing the contractor for performing the requested work. COST ACCOUNTING SUMMARY OriQinal contract amount $104,715.00 Total amount this C/O -$2,500.00 (' Total amount of previous C/O's $0.00 Total C/O's to date -$2,500.00 / New Contract Amount $102,215.00 / Total C/O's as% of original contract ~2.39% Contingency monies encumbered 15,707.00 / Contingency increase I decrease 0.00 Contingency Subtotal 15,707.00 r Total C/O's to date -2,500.00 Contingency balance 18,207.00 C:\Documents and Settings\Abean.CARLSBAD\Local Settings\Temporary Internet Files\Content.Outlook\5R4AGL0R\cco #1.docx CITY OF CARLSBAD CONTRACT CHANGE ORDER NO. 1 PROJECT: #6607-3 / Corrugated Metal Pipe Replacement Program (Alder Avenue & Marron Road Storm Drains) CONTRACT NO. 6607-3 ACCOUNT NO. CONTRACTOR: ADDRESS: 37070009060/660719066 Terra Pipeline, Inc. 1953 Almanor Street Oxnard, CA 93036 P.O. NO. P122470 The Contractor is directed to make the following changes as described herein. Changes shall include all labor, materials, equipment, contract time extension, and all other goods and services required to implement this change. Payment stated on this change order includes all charges, direct or indirect, arising out of this additional work including charges for field overhead, extended home office overhead, delays, disruptions, cumulative impacts, loss of efficiency, extended equipment costs and overtime premium costs and is expressly agreed between the City and the Contractor to be the complete and final costs hereof. The requirements of the specifications, where pertinent and not in conflict with this change order, shall apply to these changes. This change order is not effective unless signed by the City Manager and/or the Mayor. Pursuant to subsection 3-2.2.1, Contract Unit Prices, of the Provisions of this contract, perform the following: Item 1: Increase the quantity of bid item A-3, Shoring and Bracing, by 20 linear feet. Payment for shoring and bracing shall be made at the contract unit price of $25.00 per linear foot. This item increases the contract amount by $500.00. Pursuant to Section 3.2.5, Eliminated Items, of the Provisions of this contract, perform the following: Item 2: Delete bid item A-16, Pre-Construction Video. This item decreases the contract amount by $3,000.00. TOTAL DECREASE TO CONTRACT COST ..................................................... $2,500.00 TIME FOR COMPLETION OF ALL WORK UNOER THIS CONTRACT SHALL NOT BE INCREASED AS A RESULT OF THIS CHANGE ORDER. RECOMMENDED BY: (DATE) D~~T#;:D ~ ?/gjo FINANCE DIRECTOR (DATE) £J APPROVED BY: ~~/0 (ATE)" DISTRIBUTION: INSPECTION FILE (ORIGINAL), PURCHASING, CONTRACTOR, DEPUTY CITY ENGINEER, DESIGN CITY OF ~CARLSBAD San Diego County California CONTRACT' DOCUMENTS, GENERAL PROVISIONS, SUPPLEMENT Al, PROVISIONS, A.ND TECHNICAL ~,PECIFICATION~, ]FOR Corrugated Metal Pipe Replacement Program (ALDER A VENUE & MARRON ROAD STORM DRAINS) ., f.., Revised 06/10/09 CONTRAC:T NO. 6607-3 BID NO. I'WS10-22ENG Contract No. 6607-3 Paf1e 1 of 131 Pages TABLE OF CONTENTS Item Page Notice Inviting Bids .. .. . ... . ... . . .. .. . .... .. . . . .. .. . . .. . ..... ........ ...... .. ....... .. ... .. ...... .. . .. .. .... ....... ... . . . .. . .. . . . .. . ... .. . 7 Contractor's Proposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Bid Security Form . .. .. ... . . .. .. ... .. . . . .. ....... .. . . . . .. .. . .. .. .. .. . . ..... ........ ... ... . . . ... . ... . ... . . .. ......... .......... ... . .. .. . . .. . 18 Bidder's Bond to Accompany Proposal........................................................................................ 19 Guide for Completing the "Designation Of Subcontractors" Form............................................... 21 Designation of Subcontractor and Amount of Subcontractor's Bid Items . ..... ... ... . ... ....... ........ .... 23 Bidder's Statement of Technical Ability and Experience.............................................................. 24 Bidder's Certificate of Insurance for General Liability, Employers' Liability, Automotive Liability and Workers' Compensation........................................................................................... 25 Bidder's Statement Re Debarment............................................................................................... 26 Bidder's Disclosure of Discipline Record . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 Non-Collusion Affidavit to Be Executed by Bidder and Submitted with Bid................................. 29 Contract Public Works.................................................................................................................. 30 Labor and Materials Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 Faithful Performance/Warranty Bond........................................................................................... 38 Optional Escrow Agreement for Surety Deposits in Lieu of Retention........................................ 40 l'l •ti' Revised 06/10/09 Contract No. 6607-3 Page 2 of 131 Pages Section 1 1-1 1-2 1-3 1-4 1-5 Section 2 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 Section 3 3-1 3-2 3-3 3-4 3-5 Section 4 4-1 4-2 Section 5 5-1 5-2 5-3 5-4 5-5 5-6 Section 6 6-1 6-2 6-3 6-4 6-5 6-6 6-7 6-8 6-9 6-10 GENERAL PROVISIONS Terms, Definitions Abbreviations and Symbols Terms................................................................................................................... 43 Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 Abbreviations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 Units of Measure............................................ . ... .... .. ... . .. ..... ... .. ... .......... .. . ... . .. ...... 50 Symbols............................................................................................................... 51 Scope and Control of The Work Award and Execution of Contract.................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 Assignment.................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . 52 Subcontracts.................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 Contract Bonds.............................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 53 Plans and Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 Work to be Done............................................ .. . ... .. . . ..... ... ... .. ..... .. ..... ......... ..... .. . .. 58 Subsurface Data............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 Right-of-Way.................................................. ... . .. ... ... .. . .. . . .. .. . .. ..... .... .. . . . . .. . .. .. . .. ... 58 Surveying . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59 Authority of Board and Engineer . .. .. ..... ... . . .. .. .. . . ..... ...... ... . .. .. ... .. .. ...... .... ... . .. .. .. . . .. 63 Inspection....................................................... ...................................................... 63 Changes in Work Changes Requested by the Contractor......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 Changes Initiated by the Agency................... . .. . .. .. . ... .. . . .. ... . . .. . .. ... ... . . . ....... .......... 64 Extra Work..................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 Changed Conditions...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 Disputed Work............................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 Control of Materials Materials and Workmanship.......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 Materials Transportation, Handling and Storage .... ... .. . . .. . . . .. . . . . .. .......... .. ....... .. .... 76 Utilities Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77 Protection....................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77 Removal............................................................................................................... 78 Relocation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78 Delays.................................................................................................................. 79 Cooperation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79 Prosecution, Progress and Acceptance of the Work Construction Schedule and Commencement of Work......................................... 79 Prosecution of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 Suspension of Work...................................... ...................................................... 81 Default by Contractor..................................... ...................................................... 81 Termination of Contract................................. ...................................................... 82 Delays and Extensions of Time........................................................................... 82 Time of Completion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83 Completion, Acceptance, and Warranty........ ...................................................... 84 Liquidated Damages...................................... . . ... .. ... ... ........ ... . ... . . . .. . .. . . . .. . . . . ... .. .. .. 84 Use of Improvement During Construction..... ...... ... .. . . ........ .. . ... . . . .. ... . ........ ..... ... .. 84 l'\ •+' Revised 06/10/09 Contract No. 6607-3 Page 3 of 131 Pages Section 7 7-1 7-2 7-3 7-4 7-5 7-6 7-7 7-8 7-9 7-10 7-11 7-12 7-13 7-14 Section 8 8-1 Section 9 9-1 9-2 9-3 9-4 Responsibilities of the Contractor Contractor's Equipment and Facilities........... ...................................................... 85 Labor.............................................................. ...................................................... 85 Liability Insurance.......................................... ........ .. .. . ... . . . . .. . . ... .. . ... .. ... ...... ..... .. . .. 85 Workers' Compensation Insurance............... . . . . . . .. . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . 85 Permits................................................................................................................. 86 The Contractor's Representative................... ...................................................... 86 Cooperation and Collateral Work.................. . . .. .. .. . . .. .. . .. . .. . .. . . .. . . . . . . . . .. . .. .. . .. . .. .. .. . . 86 Project Site Maintenance............................... ...................................................... 87 Protection and Restoration of Existing Improvements......................................... 89 Public Convenience and Safety . .. . . . . . . . . . .. . . . .. . . . . .. . . . . . . .. . . .. . . . . . . . . . . . . . . . . . .. .. .. .. .. . . . . . . . .. . 89 Patent Fees or Royalties............................... ...................................................... 96 Advertising .. .. . .. . . . . . . . .. .. . . . . .. . . . . .. . . .. .. .. . .. . . . . . . . . . . .. . . .. .. . .. .. . . . . . .. .. .. . .. .. . . . . . . . . .. . .. . . . .. . .. .. .. . . 97 Laws to be Observed..................................... .. . . . . . . .. .. .. . . . . .. .. . .. . . . . .. .. . . . .. . .. . . . . . . . . .. . . . 97 Antitrust Claims.............................................. ...................................................... 97 Facilities for Agency Personnel General................................................................................................................ 97 Measurement and Payment Measurement of Quantities for Unit Price Work................................................... 97 Lump Sum Work............................................ . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. .. . . . . . .. . . . . .. .. . . . . . 98 Payment............................................................................................................... 98 Bid Items........................................................ . .. .. . . .. ... .. . ... .. ... ..... . . .. .. . ... ............ .... 101 ,, •+;' Revised 06/10/09 Contract No. 6607-3 Page 4 of 131 Pages SUPPLEMENTAL PROVISIONS TO PART 2, 3 AND 6 OF THE SSPWC Part 2 Section 201 201-1 201-3 Section 203 203-6 Section 207 207-25 Construction Materials Concrete, Mortar and Related Materials Portland Cement Concrete ................................................................................ . Expansion Joint Filler and Joint Sealants ......................................................... .. Bituminous Materials Asphalt Concrete ................................................................................................ . Pipe Underground Utility Marking Tape ...................................................................... . Section 209 Signals, Lighting and Electrical Systems PART 3 Construction Methods Section 300 300-1 300-2 300-13 Section 301 301-1 Section 302 302-11 Section 303 303-5 Section 306 306-1 306-5 Section 308 308-1 Section 312 312-1 Section 313 313-1 313-2 313-3 313-4 Part 5 Section 500 500.1 500.2 Earthwork Clearing and Grubbing ....................................................................................... . Unclassified Excavation ....................................................................................... . Storm Water Pollution Prevention Plan ............................................................... . Treated Soil, Subgrade Preparation and Placement of Base Materials Subgrade Preparation ........................................................................................ .. Roadway Surfacing Asphalt Pavement Repairs and Remediation ...................... ; ............................. .. Concrete and Masonry Construction. Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, And Driveways ........................................................................... . Underground Conduit Construction Open Trench Operations .................................................................................... .. Abandonment of Conduits and Structures ......................................................... .. Landscape and Irrigation Installation General ................................................................................................................ . Pavement Marker Placement and Removal Placement ............................................................................................................ . Temporary Traffic Control Devices Temporary Traffic Pavement Markers ................................................................. . Temporary Traffic Signing .................................................................................. . Temporary Railing (Type K) and Crash Cushions ............................................ .. Measurement and Payment ............................................................................... .. System Rehabilitation Pipeline General ............................................................................................................... . Measuring and Payment ..................................................................................... . 106 106 108 109 111 111 111 114 115 115 115 120 120 120 120 121 121 123 124 131 l' • ., Revised 06/10/09 Contract No. 6607-3 Page 5 of 131 Pages Appendix A Appendix B Appendix C Appendix D Appendix E Alder Avenue Doorhanger Marron Road Doorhanger "No Dumping -Drains to Ocean" Stencil US Concrete 2424VF-24 Drain Box Standard Jensen Precast 24" x 24" Drop Inlet Standard ,, •+' Revised 06/10/09 Contract No. 6607-3 Page 6 of 131 Pages CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS UNTIL 2:00 PM ON JANUARY 20, 2010, 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: Construction of 170 Lineal feet of 12- inch reinforced concrete pipe, 135 lineal feet cured-in-place 12-inch pipeline, 85 lineal feet cured-in- place 15-inch pipeline, 220 lineal feet cured-in-place 18-inch pipeline, cleanout, two curb inlets, two box drains, AC dike and curb and gutter. CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 BID NO. PWS10-22ENG INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS This bid and the terms of the Contract Documents and General Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder. No bid will be received unless it is made on a proposal form furnished by the Purchasing Department. Each bid must be accompanied by security in a form and amount required by law. The bidder's security of the second and third next lowest responsive bidders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days after the Contract is awarded. Pursuant to the provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for any obligation required by this notice or for any monies withheld by the City to ensure performance under this Contract. Section 10263 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract. The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the State of California as an irresponsible bidder. The work shall be performed in strict conformity with the plans, provisions, and specifications as approved by the City Council of the City of Carlsbad on file with the Engineering 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, Inc., all hereinafter designated "SSPWC", as amended. Specification Reference is hereby made to the plans and specifications for full particulars and description of the work. The General Provisions (Part 1) to the SSPWC do not apply. {~ • .., Revised 06/10/09 Contract No. 6607-3 Page 7 of 131 Pages , The City of Carlsbad encourages the participation of minority and women-owned businesses. The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Engineer. BID DOCUMENTS The bid documents comprise the following documents which must be completed and properly executed including notarization, where indicated. 1. Contractor's Proposal 2. Bidder's Bond 3. Non-Collusion Affidavit 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 $145,880.00 (One Hundred Forty Five Thousand, Eight Hundred Eighty Five 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. SPECIAL TY 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 10% 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 $25.00 per set. If plans and specifications are to be mailed, the cost for postage should be added. l' •+;' Revised 06/10/09 Contract No. 6607-3 Page 8 of 131 Pages INTENT OF PLANS AND SPECIFICATIONS Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, specifications or other contract documents, or finds discrepancies in or omissions from the drawings and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will be mailed or delivered to each person receiving a set of the contract documents. No oral response will be made to such inquiry. Prior to the award of the contract, no addition to, modification of or interpretation of any provision in the contract documents will be given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. No bidder may rely on directions given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. REJECTION OF BIDS The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. THE PAYMENT OF PREVAILING WAGES IS NOT REQUIRED The City of Carlsbad is a Charter City. Carlsbad Municipal Code Section 3.28.130 supersedes the provisions of the California Labor Code when the public work is not a statewide concern. The City Council has determined that it is not in the best interest of the city to require the payment of prevailing wages for this project. Payment of prevailing wages is at contractor's discretion. PRE BID MEETING A pre-bid meeting and tour of the project site will not be held. UNIT PRICES AND COMPUTATION OF BIDS All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this proposal, times the unit price as submitted by the bidder. 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. ADDENDUM$ 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. l'\ • ., Revised 06/10/09 Contract No. 6607-3 Page 9 of 131 Pages BOND AND INSURANCE REQUIREMENTS The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to one hundred percent (100%) of the total amount payable by the terms of the contract. These bonds shall be kept in full force and effect during the course of this project, and shall extend in full force and effect and be retained by the City until they are released as stated in the General Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents: 1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the City may require copies of the insurer's most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the insurer's receipt of a request to submit the statements. Insurance is to be placed with insurers that: 1) Have a rating in the most recent Best's Key Rating Guide of at least A-:VII 2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner. Auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated above for all insurance companies. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. Workers' compensation insurance required under this contract must be offered by a company meeting the above standards with the exception that the Best's rating condition is waived. The City does accept policies issued by the State Compensation Fund meeting the requirement for workers' compensation insurance. The Contractor shall be required to maintain insurance as specified in the Contract. Any additional cost of said insurance shall be included in the bid price. 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. 2009-292, adopted on the 1 ST day of December, 2009. December 4, 2009 ~ Date DeputyCityClek (' • ., Revised 06/10/09 Contract No. 6607-3 Page 10 of 131 Pages CITY OF CARLSBAD CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 CONTRACTOR'S PROPOSAL , City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 f /~ /&. --·----~==---------- i OPENED,WITN~ESSEDANDR OR D: i DATE > SIGN'r.A':'2'~R::":!E~~~".LC.a.- The undersigned declares he/she has carefully exami~d the location of the worl<, 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. 6607-3 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: SCHEDULE "A" ROAD IMPROVEMENTS Item No. Description A-1 Mobilization (not to exceed . $15,000) +/2r-ee. ~bo.,,Sc.. "d (Unit Price in Words) A-2 Traffic Control {wo +/24w~·a ad (Unit Price in Words) A-3 Shoring and Bracing /-wea1), .Q, U C: (Unit Price in Words) A-4 SWPPP 0& +-hol\\Ei od C3hihw1Jtc1,J (Unit Price in Words) {'\ • ., Revised 06/10/09 Approximate Quantity And Unit 1 LS 1 LS 52 LF 1 LS Unit Price (Figures) $~000 $ 2. ooo • --$_'2.---=5 ___ -_ $ J 'x'OO t Contract No. 6607-3 Total Amount (Figures) $~OOQ $ i OQC> I $ I 300 ' $ I S?oo I Page 11 of 131 Pages Approximate Item Quantity Unit Price Total Amount No. Description And Unit <22:a {tures) A-5 Construct 12-inch RCP 170 LF $ $ . 2..00 <9-a.e .. h,£L.n~ re ✓ <;£~~ (Unit Pric in Words) A-6 Construct 12-inch Cured-in 135 LF $ ,·g $ Cf,Jgo Place-Liner S/~fy. e.r) "l:J. (Unit Price in Words) A-7 Construct 15-inch Cured-in 85 LF $ ~:?-$ ,; 375 Place-Liner ~b~ S°CILt:'.: l.l (Unit Price in Words) A-8 Construct 18-inch Cure-in 220 LF $ q2 $ 7-0 'l.'tO Place-Liner I .c:J I R '6 °4,i ldL. 0. (Unit Price in Words) A-9 Construct Type A-4 Cleanout 1 EA $ 7-..500 $ 4500 per SDRSD D-9 , 1.~o. d'1ab~l6. ad f,. te bl.iJ. a~c4:{ (Unit Price in Words) A-10 Construct Type 8 Curb Inlet 1 EA $ 4000 $ tooo QrSDRSD D-2 · , t i/4 a~ vx. od (Unit Price in Words) A-11 Construct Type C Curb Inlet 1 EA $ ).:000 $ 1..!000 per SDRSD D-3 1b t ~ +Ji 1.1,\A,. (J_ n c! (Unit Price in Words) A-12 Construct 24-inch Drain Box 2 EA $ 2-500 $ 5000 1':JL.(!_ t-6o'tl: s '4 Q d -C.· 1te J b 1t1. 1::1 d ce ~ (Unit Price in ords) ,, • ., Revised 06/10/09 Contract No. 6607-3 Page 12 of 131 Pages Approximate Item Quantity Unit Price Total Amount No. Description And Unit (Figures} (Figures} A-13 Construct C&G per SDRSD 20 LF $ r, $ ~ 2..Q t2TypeG -~½S~~. (Unit Price in Words) A-14 Construct AC Dike per 30 LF '$ 1/ 6 $ ,, ) , 0 S]RSD G-5 Type A 'o-<r/-~,i J(_ (Unit Price in Words) A-15 Pre-and Post-Construction 1 LS $ 3, OCJI") $ 3,000 CCTV Inspection • '1/4c.u::. J:.l,~sk!!. nd (Unit Price in Words) A-16 Pre-Construction Video 1 LS $ 14c,ed:ho.w..k.i Clo.,.! 3,t0C>O 1 $ 3" 600 (Unit Price in Words) A-17 Private Property Improvement 1 LS $ ~ C l?Or'J $ 5,DOO > ' Restoration r:-ve.-J.Aa'.d.'5a. ad (Unit Price in Words) A-18 Point Repair (10-feet, 1 EA $ 'i$C>Q $ ~-EOO Contin1ency Item) -G yl'f ho ""~-, qd e0-h t h !.( ad. -rc-rl (Unit Price in Words) Total amount of bid in words: o~= h':"'/r-d ~nc1 F QC-->C -f~h-a-k~S-4-r-✓--~--✓--~-~-~~~~q~-h-~-~-~-v-~_.L--~~J~£-~~~'~7-~-~-h~-~-~-~~¼~~~d /1"ll-J' --'7 -1 r· -.Cl.!' c. --e ro C "(" n l-,s; Total amount of bid in numbers:$ Jr'-¼', 7J ::7 , Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). ,/&. J 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. ,, •+' Revised 06/10/09 Contract No. 6607-3 Page 13 of 131 Pages 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 <J}6 'l Z t· Cf , classification A which expires on I -31 -1 'L , 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 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 J3 Q A/ D Cashier's Check) for ten percent (10%) of the amount bid. (Cash, Certified Check, Bond or 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. l' • ., Revised 06/10/09 Contract No. 6607-3 Page 14 of 131 Pages Check a License or Home Improvement Salesperson (HIS) Registration -Contractors State . . . Page 1 of 1 fdov Department of Consumer Affairs " . Contractors State License"·lloard ,/'.:;;_~.J" Contractor's License Detail -License # 869264 • 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. License Number: Business Information: Entity: Issue Date: Reissue Date: Expire Date: License Status: Classifications: Bonding: Workers' Compensation: Miscellaneous Information: 869264 TERRA PIPELINE INC 1953 ALMANOR STREET OXNARD, CA 93036 Business Phone Number: (805) 844-5023 Corporation 12/13/2005 01/06/2010 01/31/2012 Extract Date: 01/20/2010 This license is current and active, All information below should be reviewed. Gi-i-i DESCRIPTION A GENERAL ENGINEERING CONTRACTOR CONTRACTOR'S BOND This license filed Contractor's Bond number W150040107 in the amount of $12,500 with the bonding company OLD REPUBLIC SURETY COMPANY, Effective Date: 01/06/2010 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) JOSE ANTONIO MONTES certified that he/she owns 1 O percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 01/06/2010 This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number: 1858624 Effective Date: 08/25/2009 Expire Date: 08/25/2010 Workers' Cornoensation History DATE 01/06/2010 DESCRIPTION LICENSE REISSUED TO ANOTHER ENTITY Personnel List Conditions of Use I Privacy Policy Copyright© 2010 State of California https://www2.cslb.ca.gov/OnlineServices/CheckLicense/LicenseDetail.asp 01/20/2010 IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: (1) Name under which business is conducted (2) Signature (given and surname) of proprietor (3) Place of Business (Street and Number) City and State ___________________________ _ (4) Zip Code ________ Telephone No. _____________ _ (5) E-Mail ____________________ _ IF A PARTNERSHIP, SIGN HERE: (1) Name under which business is conducted _ _,,~~-/-hf .... '4---------------- (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 06/10/09 Contract No. 6607-3 Page 15 of 131 Pages Contractor's License Personnel Detail -Contractors State License Board Contractor's License Personnel Detail Contractor License #: 869264 Contractor Name: TERRA PIPELINE INC Name: JOSE ANTONIO MONTES Title and Class History TITLE SOLE OWNER RMO/CEO/PRES CLASS A GENERAL ENGINEERING CONTRACTOR A GENERAL ENGINEERING CONTRACTOR ASSOCIATION DATE 12/13/2005 01/06/2010 Page 1 of 1 DISASSOCIATION DATE 12/31/2009 Bonding History Hb9¥0 SURETY COMPANY lllma.1111 a:EmD I• CANCELLATION DATE % 01/06/2010 Change the text size: Small I Medium I Lame grJnt I » close window << https:/ /www2.cslb.ca.gov/OnlineServices/CheckLicense/Personne1Detail.asp?LicNum=869... 0 I /20/20 I 0 IF A CORPORATION, SIGN HERE: f?O,VT€5 p IJ c, FI c ~ ,,,v r; 1 .,Vcc(J?.t .v o. (1) Name under which business is conducted _· ..... £:......a.e .... r: ..... c .......... 0--___ __._p_, .~e ..... :r _ ___,;;:::Ua;..a...,;.tV~f:_. --J~t2...__C--'· (2) ~ ~- D (Signature) Qcr s 2 d r-n -J (Title) Impress Corporate Seal here (3) Incorporated under the laws of the State of _ ___,C.__ .... fi'-------- (4) Place of Business / £5) al C? ("A nQJ-;; s: ./- , (Street and Number) City and State cJ;< k7 o, j«cl (;:' J'.l (5) Zip Code t/ "3 I) -~ fu Telephone No. -~ ............ 0-~_,) __ ~_Cj_Lj_-----=5"'-"CJ--==2.._J (6) E-Mail l:a iy,;fi) J:ercAf',R r: Lua c ., Ca CZ ~ NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED l'\ •+' Revised 06/10/09 Contract No. 6607-3 Page 16 of 131 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: ~ ~, Revised 06/10/09 Contract No. 6607-3 Page 17 of 131 Pages BID SECURITY FORM (Check to Accompany Bid) CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 (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 CARLSBAD, in the sum of _____ A __ 4_6 __ A _______________ _ ________________________ dollars($ ________ , this amount being ten percent (10%) 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 (10%) of the total amount of the bid.) l'\ • ., Revised 06/10/09 Contract No. 6607-3 Page 18 of 131 Pages BIDDER'S BOND TO ACCOMPANY PROPOSAL CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 KNOW All PERSONS BY THESE PRESENTS: That we, ____________ , as Principal, and __________ , as Surety are held and firmly bound unto the City of Carlsbad, California, in an amount as follows: (must be at least ten percent (10%) of the bid amount) __________ for which payment, well and truly made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above- bounden Principal for: CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 in the City of Carlsbad, is accepted by the City Council, and if the Principal shall duly enter into and execute a Contract including required bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, being duly notified of said award, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. {'\ • ., Revised 06/10/09 Contract No. 6607-3 Page 19 of 131 Pages In the event Principal executed this bond as an individual, it is agreed that the death of Principal shall not exonerate the Surety from its obligations under this bond. Executed by PRINCIPAL this ____ day of _________ , 20 __ . PRINCIPAL: Executed by SURETY this _____ day (name of Principal) of _________ , 20 __ . By:--------------SURETY: (sign here) (print name here) (name of Surety) (Title and Organization of Signatory) (address of Surety) By:--------------(sign here) (telephone number of Surety) By: _____________ _ (print name here) (signature of Attorney-in-Fact) (title and organization of signatory) (printed name of Attorney-in-Fact) (Attach corporate resolution showing current power of attorney.) (Proper notarial acknowledgment of execution by PRINCIPAL 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: RONALD R. BALL City Attorney By: ___________________ _ Deputy City Attorney l' • ., Revised 06/10/09 Contract No. 6607-3 Page 20 of 131 Pages BID BOND Conforms with The American Institute of Architects, A.I.A. Document No. A-310 KNOW ALL BY THESE PRESENTS, That we. Montes Pacific Engineering as Principal. hereinafter called the Princip;il. -----------·~----------·------------------- and the or IJlt'.estern lnsurance_C_~mpany f3_eno, Nevada , a corporation duly organized under the laws of the State of __ ___;_N'--'e'-'vc.::a°"d'""a:.....-_______ . as Surety, hereinafter called the Surety, are held and firmly bound unto City of Carlsbad, California as Obligce. hereinafter called the Obligee, in the sum of Ten Percent of Bid Amount -------------------- Dollars($ 10% of Bid Amount ) , for the payment of which sum well and truly to be made. the said Principal and the said Surety, hind ourselves, our heirs, executors, administrators. successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Corrugated Metal Pipe Replacement Program (Alder & Marron Road Storm Drains) NOW, Hll.:XEFUKE, if the Ubligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said hid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void. otherwise to remain in full force and effect. Signed and sealed this --------15th day of January ------~--~-~-------------------2010 Witness _M_o_n_te_s_P_a_c_ifi_1c_E_n~g~i_ne_e_r_in~g~-----(Seal) { A/ ~ :z:::___ Principal ~ ~----------T,,.i-tl-e Western Insurance Company { ... ..2 .. S-OO54/AS 12/00 XDP State of California County of __ MAR __ rn ___ _ On January 15, 2010 before me, Donna J. Frowd , Notary Public, personally appeared Jessica L. Nowlin who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/am subscribed to the within instrument and acknowledged to me that be/she/they executed the same in ms/her/their authorized capacity(~), and that byhis/her/Uteit: signature~) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. WESTERN INSURANCE COMPANY POWER OF ATTORNEY 328856 KNOW ALL MEN BY THESE PRESENTS: That WESTERN INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Nevada and having its principal office at the City of Reno, in the State of Nevada, does hereby constitute and appoint Michael B. McGowan, Donna L. Welsh, Debbie L. Welsh, Michelle L. Sweeney, Susan J. McGowan, Donna J. Frowd, Jessica L. Nowlin Of the STATE OF NEVADA its true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons; guaranteeing the performance of contracts; and executing or guaranteeing bonds and undertakings required or pennitted in any actions or proceedings allowed by law. In Witness Whereof, the said WESTERN INSURANCE COMPANY has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its President and Secretary, this 19th day of June. 2006. ST ATE OF NEV ADA) COUNTY OF WAS HOE ) WESTERN INSURANCE COMPANY (SignOO)By /J,;J~ (Sig"ed) By{''""" 4 J.,,.4 SS: President Secretary On this 19th day of June, 2006, before me personally came DICK L. ROTTMAN, PRESIDENT of the WESTERN INSURANCE COMPANY and CAROL B. INGALLS, SECRETARY ot~·said C ~. with both of whom I am personally acquainted, who being by me severally duly sworn, said, that they, the said ~. ROTTMAN and CAROL B. INGALLS were respectively the PRESIDENT and the SECRETARY of the said W_!;:gE SURA~~ COMPANY, the corporation described m which executed the foregmng Power of Attorney. that they ea~~\;tlie sea~of i~Moration; that the seal affixed to said Power of Attorney was such corporate seal, that 1t was so af~:i':. b.i,:..oilter of the B-11~ irectors of;.~1d corporation, and that they signed their names thereto by hke order as PRESIDEN1..~\~RETARY r "cli e y, of the ~~~'my. My Comm1ss10n exptres the 3lstit~~arch, 20\,~-J • o'r:-:.\ r ....... _ ......... PATRic.1A·~t~s·o~i ... l __ , ~~) --,!-7~-~ • ~ ; • Notary rubtrc. orate ot Ne!(ildcN,."'\, ~ ~l .t, p bl. ~ • Arro1n11rw.11tR,:.cmrJMinN~11ntlr ("('-~ Notary u lC : ,.m,• No 06 104433? hprf! '-\s.JJ~"'010 : ~ · ).. ...................................................... : ;\)" This Power of Attorney is granted ~\~~y authority of the following Resolutions adopted by the Board of Directors of the WESTERN INSURANCE COMP A~~ June 19, 2006. RESOL YEO, that in connection with the fidelity and surety insurance business of the Company, all bonds, unde1takings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by person or entities appointed as Attorney(s)-in-Fact pursuant to a Power or Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or a Vice President, jointly with the Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and . unless subsequently revoked and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached. RESOL YEO, that Attorney(s)-in-Fact shall have the power and authority, unless subsequently revoked and, in any case, subject to the terms and limitations of the Power of Attorney issued to them, to ex.ecute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, CAROL B. INGALLS, Secretary of the WESTERN INSURANCE COMPANY, do hereby certify that the foregoing is a true excerpt from the Resolution of the said Company as adopted by its Board of Directors on June 19, 2006 and that this R,:solution is in full force and effect. I, the undersigned Secretary of the WESTERN INSURANCE COMPANY do hereby certify that the foregoing Power of Attorney is in full fn;ce and effed and has not been revoked. In Testimony Whereof, I have hereunto set my hand and the seal of the WESTERN INSURANCE COMPANY on this 15th d.wor January . 2010 . ~ ,'. ----~4 J.,.4 Secretary ' Company Profile Company Profile WESTERN INSURANCE COMPANY P.O. BOX 21030 RENO, NV 89515 Agent for Service of Process SARGE KLIMOW, 8300 UTICA AVENUE SUITE 193 RANCHO CUCAMONGA, CA 91730 Unable to Locate the Agentf9r Service of Process? NAIC#: NAIC Group#: California Company ID#: Date authorized in California: License Status: Company Type: State of Domicile: Reference Information 10008 4641 4750•6 September 20, 2002 UNLIMITED-NORMAL Property & Casualty NEVADA Lines of Insurance Authorized to Transact Page 1 of 1 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. SURETY Company Complaint Information Company Enforcement Action Documents Companv Performance & Comparison Data Comp9site Complaint Studies Want More? Help Me Find a Companv Representative in My Area Financial Rating Organizations Last Revised -June 26, 2009 05:53 PM Copyright © California Department of Insurance http://interactive.web.insurance.ca.gov/webuser/idb _ co _prof_ utl.get_ co _prof?p _ EID=l 0 11.... 01/20/2010 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 preformed by forces other than the Bidder's own organization will be rejected as non-responsive. Specialty items of work that may be so designated by the Engineer on the "Contractor's Proposal" are not included in computing the percentage of work proposed to be performed by the Bidder. INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor whom the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor licensed as a contractor by the State of California whom the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in excess of one-half of one percent (0.5%) of the Bidder's total bid or, in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer. The Designation of Subcontractors form must be submitted as a part of the Bidder''s sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non- responsive. Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of work, as shown on the plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor- installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor installing said item. When a Subcontractor has a Carlsbad business license, the number must be entered on the proper form. If the Subcontractor does not have a valid business license, enter "NONE" in the appropriate space. When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The explanation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces. 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. l'\ •+' Revised 06/10/09 Contract No. 6607-3 Page 21 of 131 Pages Contractor is prohibited from performing any work on this project with a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or 1777.7. Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. l~ •+' Revised 06/10/09 Contract No. 6607-3 Page 22 of 131 Pages DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 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 4100 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 ($10,000), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. SUBCONTRACTOR'S BID ITEMS Amount of Subcontractor's Work by Subcontractor Name and License No. and Subcontractor Portion of Work Location of Business Classification* in Dollars* fil. POI/Jr' -f' ,.. f I f:Ynv-.rJ I /A 11 -~ f , LI 5?/ '-/Jt,~ Id ~ tt'. x' I-$"' , LI .... :i. ~l"J/·u/1/J , , Jt -Q IA -; ~ .o -I ( Page __ of __ pages of this Subcontractor Designation form Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt ofthe infonnation 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 06/10/09 Contract No. 6607-3 Page 2!3 of 131 Pages BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 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 Amount Contract Name and Address Name and Phone No. of Completed of the Employer of Person to Contract Type of Work Contract z / rJ'J. C../ f-7 t) F e L., Ak~.,,n J'1 A J..J,,.. 1/..ri,,.. v1. $r-,,....--er L7f A..,.-J2."t""-t.vJ-J '3 C/.oo ~ , -, V r , (go~} '-I 11 -s r l'l t;/ tJ 7 c, f-7 Anfonh.7 . j' /-OY' ,,.-, <Jrc.,..1 h /-LJ,1 C)OO Liv vi I--; YJ ~ J-v.., R-.,.. .. fh ,,,, ,-, L...-.,..J.. 'Aurf.tn, .. ) ,O--,_,,..~ I J.- I -(7i't) 536 ·-13 ° 3/ , , }? J O 7-C'tl-7 e,f;' A ~1,,_,.._,. .c, ,,./,,./ 7/-0,Y' ("}--'\_I~ /VI. u. ,,,., L-,d ~k, /{'<p ~Oi , - z_J /JJ? Ci f-y O " "~ .,,.. -t.. .,.._ ,.,,,//,,, ,..,c-tf-cl) be, ~1 Jn J -A ,./ ,.J I /-1 IJ Yi /'7--..ot'JO . V . "II or Ct f--7 0 r-.· ya.. rJVJ)K 0 t./ 5~i,,--..Pr JOI p ~ '2.) /,IJ() 0 /'le, (,d d~Y'l iOl Y--T' _,.,,._, I I {6"Z.6) ~i./'l-""Jl-./2. , , .~ ~, Revised 06/10/09 Contract No. 6607-3 Page :24 of 131 Pages BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION (To Accompany Proposal) CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 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: □ Comprehensive General Liability □ Automobile Liability □ Workers Compensation □ 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. ,, •ti' Revised 06/10/09 Contract No. 6607-3 Page 25 of 131 Pages -·-···--------·-----·----------···-·-·---·---·-----···--. ---------. -JtCORlX I DATE(MM/OD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 3/25/2010 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Speed Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1000 Town Center Dr #100 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Oxnard, CA 93036 805-988-9850 INSURERS AFFORDING COVERAGE NAIC# INSURED Terra Pipeline Inc. INSURER A: Navigators Insurance Company INSURER B: ~armers Insurance, !'?/~6Z> 1953 Almanor INSURER c:/ h-. 7-:; c /E ... ,,,A,, J - Oxnard, CA 93036 INSURER D: ~ ✓ 1805-844-5023 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. l~OTWITHSTANDING 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSI< ,..,.,L POLICY NUMBER bi~i~ri\WYE P8k~~f~f/lf~?N LIMITS LTR NSRO TYPE OF INSURANCE GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 -X COMMERCIAL GENERAL LIABILITY u,-u" l;~t""" '"v $ 50,000 PREMISES Ea occurencel -~I CLAIMSMADE [Kl OCCUR MEDEXP(Anyoneperson) $ 5,000 A 04-10095715 08/24/09 -08/24/10 PERSONAL & ADV INJURY $ 1,000,000 -GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS· COMP/OP AGG $ 1,000,000 XI POLICY ii~~ !ILoc AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 -$ ANYAUTO (Ea accident) - ALL OWNED AUTOS BODILY INJURY -$ X SCHEDULED AUTOS (Per person) ~ 02/26/09 02/26/10 B HIRED AUTOS 09438 52 06 BODILY INJURY I-----$ X NON-OWNED AUTOS (Per accident) ,......._. ~ PROPERTY DAMAGE s (Per accident) GARAGE LIABILITY AUTO ONLY· EAACCIOENT $ qANYAUTO OTHER THAN EAACC $ AUTOONLY· AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ -,OCCUR [] CLAIMS MADE AGGREGATE $ s =1 DEDUCTIBLE $ RETENTION $ $ WORKERSCOMPENSATIONAND I TORYLIJl~S I IOJ~· EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L DISEASE· EA EMPLCIYE $ If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE • POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES I EXCLUSIONS ADDEO BY ENDORSEMENT/ SPECIAL PROVISIONS Certificate holder is named as Additional CERTIFICATE HOLDER City of Carlsbad, Public Works Purchasing Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 ACORD 25 (2001/08) Insured CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLJ>ER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL R--t1Asiow OF .ANY KIND UPON THE INSURER. ITS AGENTS OR ©ACORD CORPORATION 1988 BLANKET ADDITIONAL INSUREDS- OWNERS, LESSEES OR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Policy Number: 04-10095715 Endorsement Effective: 4/13/2010 Named Insured: Countersigned By: TONY MONTES ;R.,~ DBA: TERRA PIPELINE, INC. SCHEDULE Name of Person or Organization: CITY OF CARLSBAD, ITS OFFICIALS, EMPLOYEES, & VOLUNTEERS 1635 FARADAY AVE CARLSBAD, CA,92008 Location: LOCATED THROUGHOUT THE CITY OF CARLSBAD, CA ~ (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) A. Section II -Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only to the extent that the person or organization shown in the Schedule is held liable for your acts or omissions arising out of your ongoing operations performed for that insured. B. With respect to the insurance afforded to these additional insureds, the following exclusion is added: 2. Exclusions This insurance does not apply to "bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has IJeen completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project C. The words "you" and "your" refer to the Named Insured shown in the Declarations. D. "Your work" means work or operations performed by you or on your behalf; and materials, parts or equipment furnished in connection with such work or operations. Primary Wording If required by written contract or agreement: Such insurance as is afforded by this policy shall be primary insurance, and any insurance or self-insurance maintained by the above additional insured(s) shall be excess of the insurance afforded to the named insured and shall not contribute to it Waiver of Subrogation If required by written contract or agreement: We waive any right of recovery we may have against an ,~ntity that is an additional insured per the terms of this endorsement because of payments we make for injury or damage arising out of "your work" done under a contract with that person or organization. ANF-ES 043 (5/2006) Fax Server ISSUE DATE: 03-25-2010 CITY OF CARLSBAD 1635 FARADAY AVE CARLSBAD CA 92008-7314 4/13/2010 12:50:24 PM PAGE 3/003 Fax Server POLICYHOLDER COPY P.O. BOX 420807, SAN FRANCISCO,CA 94142-0807 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE GROUP: POLICY NUMBER: 1858624-2009 CERTIFICATE ID: 19 CERTIFICATE EXPIRES: 08-25-2010 08-25-2009/08-25-2010 SL This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon 30 days advance written notice to the employer. We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policy listed herein. Notwithstanding .any requirement. term or condition of any contract or other document with respect to which this certificate of insurance may be issued or to which it may pertain. the insurance afforded by the policy described herein is subject to all the terms. exclusions, and conditions, of such policy. tREPRESENTATI PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE. ENDORSEMENT #1600 -ANTONIO MONTES P -EXCLUDED. ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 08-25-2009 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. EMPLOYER TERRA PIPELINE INC 1953 ALMANOR ST OXNARD CA 93038 (REV.2-05) SL [DR5,CSI PRINTED 03-25-2010 SL BIDDER'S STATEMENT RE DEBARMENT (To Accompany Proposal) CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 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: (name of Contractor) By: ____________ _ (sign here) (print name/title) Page __ of __ pages of this Re Debarment form .~ ~, Revised 06/10/09 Contract No. 6607-3 Page ~!6 of 131 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 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? ¼ 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? ►>< 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 __ of __ pages of this Disclosure of Discipline form .... \.J Revised 06/10/09 Contract No. 6607-3 Page 27 of 131 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) (To Accompany Proposal) CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE, VIA LIBERTAD & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 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. iL,;fA (If needed attach additional sheets to provide full disclosure.) BY CONTRACTOR: (name of Contractor) By: ____________ _ (sign here) (print name/title) Page __ of __ pages of this Disclosure of Discipline form l'· • ., Revised 06/10/09 Contract No. 6607-3 Page 2'.8 of 131 Pages NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID PUBLIC CONTRACT CODE SECTION 7106 CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 State of California } , r > ss. County of \JE?N..'"T\.JR-~ ) -b ____ &rro .................. .___'N_\ D ____ 1'-l\ ___ .... o_~_i __________ , being first duly sworn, deposes (Name of Bidder) and says that he or she is __ ~_;........::t:;........S_i~--"--1 ______________ _ (Title) of Jt-~ KP~ Ll't---.iE="~ ~c_ (Name of Firm) the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of PFrjury that the foregoing is true and correct and that this affidavit was executed on the } 9 :f:h. day of S:J ...6..~\,,)~y , 20 l O. Subscribed and sworn to before me on the \~ day of JANO-A-R..Y I 20J..Q_, (NOTARY SEAL) GASTON R. GOMEZ Commission # 1805828 i •o. Notary Public • Californfa J z • Ventura County -J. ;~ •·• ,Mz~oziru·zxeir:sJul3J·Ji1tl n • ., Revised 06/10/09 Contract No. 6607-3 Page 2.9 cf 131 Pages January 15, 2010 ADDENDUM NO. 1 RE: CORRUGATED METAL PIPE REPLACEMENT PROGRAM -ALDER AVENUE & MARRON ROAD STORM DRAINS, BID NO. PWS10-22ENG Please include these addendum pages in the Notice to Bidders/Request for Bids you have for the above project. This page-receipt acknowledged-must be included in your bid when your bid is submitted . .. ,::-:2/ v.;.L---r-/ . ··) ·-;;IL-~c/~ KEVIN L. DAVIS Sr. Contract Administrator I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1 1635 Faraday Avenue• Carlsbad, CA 92008-7314 • (760) 602-4677 • FAX (760) 602-8562 @ CITY OF CARLSBAD CMPREPLACEMENTPROGRAM ALDER AVENUE & MARRON ROAD CONTRACT NO. 6607-03 Bid No. PWS10-21 ENG Addendum No. 1 From: Sherri Howard, Project Manager Phone: (760) 602-2756 Fax: (760) 602-8562 Email: Sherri.Howard@carlsbadca.gov No. of Pages: 1 (including this page) Date: January 15, 2010 Bid Opening Date: January 20, 2010 2:00 pm (unchanged) RESPONSE TO BIDDERS INQUIRIES Consider a lesser minimum length of experience. Response -Section 500.1.1.1.been modified. Requests were received to provide more detailed information for storm drain specific: liners. Response -The specification as written will not be changed. A request to allow techniques other than light cure was made. Response -Section 500-1.1.4 has been modified to make all allowed techniques clearer. CONTRACT DOCUMENTS 1. Page 124, Section 500-1.1.1., fourth paragraph. Change five (5) miles to one (1) mile to read as follows: The CONTRACTOR shall demonstrate that a minimum of one (1) mile, on a single project, of ... 2. Page 125 Section 500-1.1.2, third paragraph, second line. Change five (5) miles to one (1) mile 3. Page 129, Section 500-1.4.1. revise the first two paragraphs to read as follows: CIPP liner for rehabilitation of pipelines shall use one of three methods, 1) an approved vinylester-resin-impregnated flexible tube installed by an inversion method using a hydrostatic head per ASTM F1216; or 2) a pull in method per ASTM F1743; or 3) a resin impregnated fiberglass (GRP) material tube with a plastic coated wearing surface per ASTM F2019 and F1216. If the CIPP GRP liner method is proposed, it shall be Light Stream ™ as manufactured by International Pipe Lining Technologies, or approved equal and shall be UV light cured. Contract No. 6607-03 Addendum No. 1 1 CONTRACT PUBLIC WORKS This agreement is made this /S ~ day of a_~ , 20/ 0, by and between the City of Carlsbad, California, a municipfucorporaiion, (hereinafter called "City"), and Terra Pipeline Inc. whose principal place of business is 1953 Almanor Street Oxnard CA 93036 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 (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, Non-Collusion Affidavit, Designation of Subcontractors, Technical Ability and Experience, Bidder's Statement Re Debarment, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications and General Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference. Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indicated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of this condition of the Contract will not relieve responsibility of compliance. 4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The City shall withhold retention as required by Public Contract Code Section 9203. ,, •+;" Revised 06/10/09 Contract No. 6607-3 Page :30 of 131 Pages 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 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 11, 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 inher,ent 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 i::>f, 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. 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 06/10/09 Contract No. 6607-3 Page 31 of 131 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. 9. 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: $1,000,000 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: $1,000,000 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. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City. (8) 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. l'\ •;;' Revised 06/10/09 Contract No. 6607-3 Page 32 of 131 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 (10) days' prior written notice has been sent to the City by certified mail, return receipt requested. (D) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured retention levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. (E) Waiver Of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the Ci~( or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its pc>licies 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. 10. 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 20104.2(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. (8) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. ·t'\ •,; Revised 06/10/09 Contract No. 6607-3 Page 33 of 131 Pages (D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. (E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may be prevented from further bidding on public contracts for a period of up to five years. (F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. (G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or :subcontractor from participating in future contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California. I have read and understand all provisions of Section 10 above. A • ;1 init .Ji.4-init 11. 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. 12. 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. 13. 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. {'\ • ., Revised 06/10/09 Contract No. 6607-3 Page 34 of 131 Pages 14. 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 (CORPORA TE SEAL) CONTRACTOR: -f;,-ve P: 12c /u,-c JJ-? C · APPROVED AS TO FORM: RONALD R. BALL :~fy Atto~ l ~ Def1iycity Attorney l'\ •+' Revised 06/10/09 rporation of Contract No. 6607-3 Page 35 of 131 Pages STATE OF CALIFORNIA ) COUNTY OF VENTURA ) ss On March 30, 2010, before me, Gaston R. Gomez, a Notary Public for said State, personally appeared Jose A. Perez Montes & Veronica Montes, whom proved to me on the basis of satisfactory evi- dence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/ their signature(s) on the instrument the person(s), 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 forgoing paragraph is true and correct. WITNESS my hand and official seal. LABOR AND MATERIALS BOND Bond No. 1072502 Premium: Included on Performance Bond WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 2010-034, adopted February 23, 2010, has awarded to Terra Pipeline Inc. (hereinafter designated as the "Principal"), a Contract for: CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 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 this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, WE, TERRA PIPELINE INC., as Principal, (hereinafter designated as the "Contractor"), and Lexon Insurance Company ________________ as Surety, are held firmly bound unto the City of Carlsbad in the sum of One Hundred Four Thousand Seven Hundred Fifteen Dollars ($104,715), said sum being an amount equal to: One hundred percent (100%) 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 3181, or for amounts due under the Unemployment Insurance Code with respect to the work or labor 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 3248. This bond shall inure to the benefit of any of the persons named in California Civil Code section 3181, 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 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. ,, •,; Revised 06/10/09 Contract No. 6607-3 Page 36 of 131 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 ___ _ dayof __________ ,20 __ . CONTRACTOR: Terra Pipeline, Inc. (name of Contractor) By: dbt ~~ (sign here) fl,akrvo ,.doa 4J (print name here) S2--c "2 1 d -e Kl I . (title and organization of signatory) By L,~ A / SIQnhere) 'Ven,cP c,,J',,, ./1011 b s (print name here) ,s;',:::: , c£. 4 ~"' (title and organizatioof signatory) Executed by SURETY this __ 2_3_rd ___ day of ____ M_a_r_c_h _______ , 20-2:£_. SURETY: Lexon Insurance Company (name of Surety) 10002 Shelbyville Rd., Suite 100 Louisville, KY 40223 (address of Surety) 829-6650 By: Michelle L. Sweeney, Attorney-in-Pact (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: RONALD R. BALL CityAtl~ ~ By: ~ D~puty City Attorney l' •1 Revised 06/10/09 Contract No. 6607-3 Page :37 of 131 Pages STATE OF CALIFORNIA ) COUNTY OF VENTURA ) ss On March 30, 2010, before me, Gaston R. Gomez, a Notary Public for said State, personally appeared Jose A. Perez Montes & Veronica Montes, whom proved to me on the basis of satisfactory evi- dence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/ their signature(s) on the instrument the person(s), 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 forgoing paragraph is true and correct. WITNESS my hand and official seal. GASTON R. GOMEZ Commission # 1805828 ~ 1-,,; Notary Public -California I z . Ventura County • t ; .... Ml &o~rg-sxeir:s1u13J,~2~1tl State of California County of _M_ar_i_n ____ _ On March 23 , 2010 before me, Jessica L. Nowlin , Notary Public, personally appeared Michelle L. Sweeney who proved to me on the basis of satisfactory evidence to be the person{~) whose name{~) is/7If.-e subscribed to the within instrument and acknowledged to me that tie/she/~ executed the same in m/her/tbak authorized capacity(~), and that byhts/her/tlfflir signature(sq on the instrument the person(!), or the entity upon behalf of which the person(i) acted, executed the instrument. I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. (seal) Notary Public POWER OF ATTORNEY Lexon Insurance Company LX-80511 KNOW ALL MEN BY THESE PRESENTS, that LEXON INSURANCE COMPANY, a Texas Corporation, with its principal office in _Juisville, Kentucky, does hereby constitute and appoint: Michael B. McGowan, Donna L. Welsh, Debbie: L. Wels, ******* Michelle L. Sweeney, Susan J. McGowan, Donna J. Frowd, Jessica L. Nowin ************************ its true and lawful Attorney(s)-ln-Fact to make, execute, seal and deliver for, and on its behalf as surety, any and all bonds, undertakings or other writings obligatory in nature of a bond. This authority is made under and by the authority of a resolution which was passed by the Board of Directors of LEXON INSURANCE COMPANY on the 1st day of July, 2003 as follows: Resolved, that the President of the Company is hereby authorized to appoint and empower any representative of the Company or other person or persons as Attorney-In-Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity or other writings obligatory in nature of a bond not to exceed $2,500,000.00, Two-million five hundred thousand dollars, which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney-In-Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney-In-Fact, so appointed, may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney. Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Vice President, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certificate so executed and sealed shall, with respect to any bond of undertaking to which it is attached, continue to be valid and binding on the Company. IN WITNESS THEREOF, LEXON INSURANCE COMPANY has caused this instrument to be signed by its President, and its Corporate Seal to be affixed this 2nd day of July, 2003. LEXON INSURANCE COMPANY (?/,y~ BY ___________ ~r ____ _ David E. Campbell President ACKNOWLEDGEMENT On this 2nd day of July, 2003, before me, personally came David E. Campbell to me known, who being duly sworn, did depose and say that he is the President of LEXON INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation. "OFFICIAL SEAL" MAUREEN K. AYE Notary Public, State of Illinois My Commission Expires 09/21/13 CERTIFICATE l/1/yl~t~ ~ Maureen K. Aye Notary Public I, the undersigned, Secretary of LEXON INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the foregoing is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth are now in force. 23rd Signed and Sealed at Woodridge, Illinois this ______ Day of March , 20 10 Donald D. Buchanan Secretary "WARNING: Any person who knowingly and with intent to defraud any insurance company or other person, files an application for insurance or statement of claim containing any materially false information, or conceals for the purpose of misleading, information concerning any fact materi- al thereto, commits a fraudulent insurance act, which is a crime and subjects such person to criminal and civil penalties." LX1 Bond No. 1072502 Premium: $2,618.00 FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 2010-034, adopted February 23, 2010, has awarded to Terra Pipeline Inc. (hereinafter designated as the "Principal"), a Contract for: CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 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, TERRA PIPELINE INC., as Principal, (hereinafter designated as the "Contractor"), and Lexon Insurance Company ________________ as Surety, are held firmly bound unto the City of Carlsbad in the sum of One Hundred Four Thousand Seven Hundred Fifteen Dollars ($104,715), said sum being an amount equal to: One hundred percent (100%) 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 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, all 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 performed 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 06/10/09 Contract No. 6607-3 Page 38 of 131 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 SURETY this __ 2_3_r_d __ day of Executed by CONTRACTOR this ___ _ day of ________ , 20 __ . CONTRACTOR: Terra Pipeline, Inc. (name of Contractor) By:~1-; ~ (sign here) Aalmt11a dm/JbY (print name here) (Title an Organization of Signatory) By~~4L _. (sign here) 1boaic0 ~aA.s (print name here) S rc_4::::: C J'~?or:: (Title and Organizatio of signatory) March 20 10 --------------' -- SURETY: Lexon Insurance Company (name of Surety) 10002 Shelbyville Rd., Suite 100 Louisville, KY 40223 (address of Surety) (775) 829-6650 (telephone number of Surety) -~ \I I Michelle L. Sweeney, Attorney-in-Fact (printed name of Attorney-in-Fac:t) (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: RONALD R. BALL City Attorney By )fQ!/;;Ji_ DeputyCityAttorney l'\ • ., Revised 06/10/09 Contract No. 6607-3 Page :39 of 131 Pages STATE OF CALIFORNIA ) COUNTY OF VENTURA ) ss On March 30, 2010, before me, Gaston R. Gomez, a Notary Public for said State, personally appeared Jose A. Perez Montes & Veronica Montes, whom proved to me on the basis of satisfactory evi- dence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/ their signature(s) on the instrument the person(s), or the entity upon behalf of which llhe person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct. WITNESS my hand and official seal. GASTON R. GOMEZ Commission # 18058:rn ~ ; -a, Notary Public -California I z . Ventura County ~ t 4 ··~ ·: 4 1'1, sozi~-&xeir;s ,tuJ 3J .~ , State of California County of _M_a_r_in _____ _ On March 23, 2010 before me, Jessica L. Nowlin , Notary Public, personally appeared Michelle L. Sweeney who proved to me on the basis of satisfactory evidence to be the person(:s} whose name(s} is/~e subscribed to the within instrument and acknowledged to me that tie/she/~ executed the same in :klttt'her/thak authorized capacity(iecs}, and that by:hts/her/tm!w- signature(sc) on the instrument the person(!}, or the entity upon behalf of which the person(:i} acted, executed the instrument. I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. (seal} Company Profile Company Profile LEXONINSURANCECOMPANY 10002 SHELBYVILLE ROAD, SUITE 100 LOUISVILLE, KY 40223 Agent for Service of Process Page 1 of 1 JERE KEPRIOS, C/O CT CORPORATION SYSTEM 818 WEST SEVENTH STREET, 2ND FLOOR LOS ANGELES, CA 90017 JERE KEPRIOS, C/O CT CORPORATION SYSTEM 818 WEST SEVENTH ST LOS ANGELES, CA 90017 U11able to Locate the Agent for Service of Process? Reference Information NAIC#: NAIC Group#: California Company ID#: 13307 3±8--8 5113-6 Date authorized in California: June 02, 2008 UNLIMITED-NORMAL Property & Casualty TEXAS License Status: Company Type: State of Domicile: Lines of Insurance Authorized to Transact The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossilfr. SURETY C<,mpany Complaint Information Company Enforcement Action Documents Company Performance & Complldson {)atii Composite Complaint Studies Want More? Help Mc Find a Company Reprcscntativejn My Area rinancialBating~Organizations Last Revised -June 26, 2009 05:53 PM Copyright © California Department of Insurance http://interactive.web.insurance.ca.gov/webuser/idb _ co _prof_ utl.get_ co _prof?p _ EID= 1066... 03/29/2010 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 --r --c«~ (?,12r J,n c I fl C • whose address is ' I f:53 rl./Jc'\a ;; Or $-I--~ Ar-,e ,_.I c/9 {/?a} tf' 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 sections 22300 and 10263 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 CORRUGATED METAL PIPE REPLACEMENT PROGRAM (ALDER AVENUE & MARRON ROAD STORM DRAINS) CONTRACT NO. 6607-3 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 Escrow Agent shall maintain insurance to cover negligent acts and omissions of the Escrow Agent in connection with the handling of retentions under these sections in an amount not less than $100,000 per contract. 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 06/10/09 Contract No. 6607-3 Page 40 of 131 Pages 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor. 7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City. 8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. 9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to give written notices or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows: For City: For Contractor: For Escrow Agent: Title ------'F"-'l.:...:N"""'A:.:..:N=C-=E:....:D::.:.l:..:R=EC=T-'-O.;:;;..;...:R ___ _ Name ------------------ Signature ________________ _ Address 1635 Faraday Avenue. Carlsbad. CA 92008 Title V c::( $ 1 cf--r_v, ,I, Name ~ /4/21~ ,& ~ 5 Signature,~ ~ Address / f ~) /{)/>'Yi,, Pc ~-; /. Clx-lUlr e! t:"'~ Title ------------------ Name ------------------ Signature ________________ _ Address ----------------- At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. {'\ •+' Revised 06/10/09 Contract No. 6607-3 Page 41 of 131 Pages IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. For City: For Contractor: For Escrow Agent: {'\ •+' Revised 06/10/09 Title -----'-'M""""A"'"'Y"""'O:;..:R-=------------- Name ----------------- Signature _______________ _ Address 1200 Carlsbad Village Drive, Carlsbad, CA 92008 Title '.J3-. ..... S , cl..,. t2 I Namefi_p/4,t:J,o Pclatt Signature . .d£ &c-1~ Address // ~) ,4,h,,. ,-,..,.. s/ tl;x tJ,. r: I C 4, Title ----------------- Name ----------------- Signature _______________ _ Address ---------------- Contract No. 6607-3 Page 42 of 131 Pages GENERAL PROVISIONS FOR CMP REPLACEMENT PROGRAM (Alder Avenue & Marron Road Storm Drains) CONTRACT NO. 6607-3 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. {'\ • ., Revised 03/25/09 Contract No. 6607-3 Page 43 of 131 1-2 Definitions. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. 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 l'\ •+' Revised 03/25/09 Contract No. 6607-3 Page 44 of 131 Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract. 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. l'\ •+;' Revised 03/25/09 Contract No. 6607-3 Page 45 of 131 Notice of Award -The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract. Notice to Proceed -A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start. Own Organization -When used in Section 2-3.1 -Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further, such employees have their employment taxes, State disability insurance payments, State and Federal income taxes paid and administered, as applicable, by the Contractor. When used in Section 2-3.1 "own organization" means construction equipment that the Contractor owns or leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an operator is not part of the Contractor's Own Organization and will not be included for the purpose of compliance with Section 2-3.1. Person -Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity. Plans -The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Private Contract -Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency. Project Inspector -The Engineer's designated representative for inspection, contract administration and first level for informal dispute resolution. Proposal-See Bid. Reference Specifications -Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date. Roadway -The portion of a street reserved for vehicular use. Service Connection -Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer. 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. l'\ • ., Revised 03/25/09 Contract No. 6607-3 Page 46 of 131 Standard Plans -Details of standard structures, devices, or instructions referred to on the Plans or in Specifications by title or number. Standard Specifications -The Standard Specifications for Public Works Construction (SSPWC), the "Greenbook". State -State of California. Storm Drain -Any conduit and appurtenances intended for the reception and transfer of storm water. Street-Any road, highway, parkway, freeway, alley, walk, or way. Subbase -A layer of specified material of planned thickness between a base and the subgrade. Subcontractor -An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work. Subgrade -For roadways, that portion of the roadbed on which pavement, surfaciing, 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 c,r permit, including the furnishing of all labor, materials, equipment, and services. {'\ •+' Revised 03/25/09 Contract No. 6607-3 Page 47 of 131 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 CONC ........................................................... Concrete ABAND ...................................................... Abandoned CONN ........................................................ Connection ABS ........................ Acrylonitrile -butadiene -styrene CONST .................................. Construct, Construction AC .................................................... Asphalt Concrete COO RD ..................................................... Coordinate ACP .......................................... Asbestos cement pipe CSP ........................................... Corrugated steel pipe ACWS ..................... Asphalt concrete wearing surface CSD ............................... Carlsbad Standard Drawings ALT ................................................................ Alternate CTB. ........................................... Cement treated base APTS ................................ Apartment and Apartments CV ............................................................. Check valve AMER STD ................................... American Standard CY ............................................................... Cubic yard AWG .............. American Wire Gage (nonferrous wire) D .............................................................. Load of pipe BC .................................................. Beginning of curve dB .................................................................. Decibels BCR ....................................... Beginning of curb return DBL ................................................................... Double BORY ............................................................ Boundary OF ............................................................... Douglas fir BF ..................................................... Bottom of footing DIA ................................................................ Diameter BLDG ........................................ Building and Buildings DIP ..................................................... Ductile iron pipe BM ............................................................ Bench mark DL ................................................................ Dead load BVC ................................... Beginning of vertical curve DR ...................................................... Dimension Ratio B/W ........................................................... Back of wall OT ................................................................. Drain Tile CIC ..................................................... Center to center DWG ............................................................... Drawing CAB ..................................... Crushed aggregate base DWY ............................................................. Driveway CAUOSHA ............ California Occupational Safety and DWY APPR ................................... Driveway approach Health Administration E ...................................................................... Electric CalTrans ....... California Department of Transportation EA ........................................................................ Each CAP ................................... Corrugated aluminum pipe EC ............................................................ End of curve CB ............................................................. Catch Basin ECR ................................................ End of curb return Cb ........................................................................ Curb EF ................................................................ Each face CBP .............................. Catch Basin Connection Pipe EG ......................................................... Edge of gutter CBR ....................................... California Bearing Ratio EGL.. ................................................ Energy grade line CCR ............................ California Code of Regulations El .................................................................. Elevation CCTV ............................................... Closed Circuit TV ELC ..................................... Electrolier lighting conduit CES ......................... Carlsbad Engineering Standards EL T ........................................................ Extra long ton CF ................................................................ Curb face ENGR ...................................... Engineer, Engineering CF ................................................................ Cubic foot EP ................................................... Edge of pavement C&G .................................................... Curb and gutter ESMT ........................................................... Easement CFR ............................... Code of Federal Regulations ETB .......................................... Emulsion-treated base CFS ......................................... Cubic Feet per Second EVC .............................................. End of vertical curb CIP ......................................................... Cast iron pipe EWA .............................. Encina Wastewater Authority CIPP ............................................... Cast-in place pipe EXC ............................................................ Excavation CL ............................................. Clearance, center line EXP JT ................................................. Expansion joint CLF ..................................................... Chain link fence EXST ............................................................... Existing CMB ............................... Crushed miscellaneous base F .................................................................. Fahrenheit CMC ......................................... Cement mortar-coated F&C ................................................... Frame and cover CML ............................................ Cement mortar-lined F&I .................................................. Furnish and install CMWD .................... Carlsbad Municipal Water District FAB ............................................................... Fabricate CO ................................................... Cleanout (Sewer) FAS ............................................... Flashing arrow sign COL ................................................................. Column FD ............................................................... Floor drain COMM ....................................................... Commercial FON ........................................................... Foundation ,, •+' Revised 03/25/09 Contract No. 6607-3 Page 48 of 131 FED SPEC ................................. Federal Specification MOD .................................................. Modified, modify FG ........................................................ Finished grade FH ............................................................. Fire hydrant FL. .................................................................. Flow line MON ........................................................... Monument MSL. Mean Sea Level (Reg. Standard Drawing M-12) MTBM ......................... Microtunneling Boring Machine FS ...................................................... Finished surface MUL T ............................................................... Multiple FT-LB ......................................................... Foot-pound FTG .................................................................. Footing FW ............................................................ Face of wall G ........................................................................... Gas GA ..................................................................... Gauge GAL.. ............................................. Gallon and Gallons GALV ......................................................... Galvanized GAR ........................................... Garage and Garages GIP .............................................. Galvanized iron pipe GL ........................................ Ground line or grade line GM .............................................................. Gas meter GNV ............................................... Ground Not Visible MUTCD .... Manual on Uniform Traffic Control Devices MVL ............................................... Mercury vapor light NCTD .............................. North County Transit District NRCP .............................. Nonreinforced concrete pipe OBS ............................................................... Obsolete QC ............................................................... On center OD .................................................... Outside diameter OE .............................................................. Outer edge OHE ................................................. Overhead Electric OMWD ................. Olivenhain Municipal Water District OPP ............................................................... Opposite ·ORIG ................................................................ Original PB ................................................................... Pull box GP .................................................................. Guy pole PC .................................................... Point of curvature GPM ................................................ gallons per minute PCC ....................... Portland cement concrete or point GR ..................................................................... Grade of compound curvature GRTG .............................................................. Grating PCVC ....................... Point of compound vertical curve GSP ........................................... Galvanized steel pipe PE ............................................................ Polyethylene H ............................................................ High or height HB .................................................................. Hose bib Pl ................................................. Point of intersection PL ............................................................ Property line HC ................................................... House connection PMB ........................... Processed miscellaneous base HOWL ........................................................... Headwall HGL ............................................. Hydraulic grade line HORIZ .......................................................... Horizontal HP ............................................................. Horsepower HPG ................................................ High pressure gas HPS ............................... High pressure sodium (Light) HYDR ............................................................ Hydraulic IE ........................................................ Invert Elevation ID ........................................................ Inside diameter INCL. .............................................................. lncluding INSP ............................................................ Inspection INV ...................................................................... Invert IP ................................................................... Iron pipe JC .................................................... Junction chamber JCT ................................................................. Junction JS ..................................................... Junction structure JT ......................................................................... Joint L ........................................................................ Length LAB ............................................................. Laboratory LAT ................................................................... Lateral LB ...................................................................... Pound LO ..................................................... Local depression LF ................................................................ Linear foot LH ............................................................... Lamp hole LL ................................................................... Live load LOL ............................................................. Layout line LONG ........................................................ Longitudinal LP ............................................................... Lamp post LPS ................................. Low pressure sodium (Light) LS ............................................................... Lump sum L TS .................................................... Lime treated soil LWD .............................. Leucadia Wastewater District MAINT ...................................................... Maintenance MAX .............................................................. Maximum MCR ............................................ Middle of curb return MEAS ............................................................. Measure MH ................................... Manhole, maintenance hole MIL SPEC .................................... Military specification MISC ..................................................... Miscellaneous POC ...................................................... Point on curve POT ................................................... Point on tangent PP .............................................................. Power pole PRC .......................................... Point of reverse curve PRVC ............................ Point of reverse vertical curve PSI ......................................... Pounds per square inch PT .................................................... Point of tangency PVC ................................................. Polyvinyl chloride PVMT ........................................................... Pavement PVT R/W ....................................... Private right-of-way Q ........................ Rate of flow in cubic feet per second QUAD ...................................... Quadrangle, Quadrant R ....................................................................... Radius R&O ......................................................... Rock and oil R/W .......................................................... Right-of-way RA ...................................................... Recycling agent RAC ................................... Recycled asphalt concrete RAP ............................... Reclaimed asphalt pavement RBAC ............................. Rubberized asphalt concret~ RC ................................................ Reinforced concrete RCB ...................................... Reinforced concrete box RCE ...................................... Registered civil engineer RCP ..................................... Reinforced concrete pipe RCV ........................................... Remote control valve REF ............................................................. Reference REINF ............................. Reinforced or reinforcement RES .............................................................. Reservoir RGE ....................... Registered geotechnical engineer ROW ....................................................... Right-of-Way RR ............................................................... ., ... Railroad RSE ............................. Registered structural engineer RTE .................................... Registered traffic engineer S ................................... Sewer or Slope, as applicable SCCP ............................... Steel cylinder concrete pipe SD ............................................................. Storm drain SDNR .............................. San Diego Northern Railway SOR ....... Standard thermoplastic pipe dimension ratio (ratio of pipe 0.0. to minimum wall thickness) SDRSD ......... San Diego Regional Standard Drawings SE ...................................................... Sand Equivalent l'\ •+' Revised 03/25/09 Contract No. 6607-3 Page 49 of 131 SEC ................................................................. Section TR ........................................................................ Tract SF ............................................................. Square foot TRANS ......................................................... Transition SFM ................................................ Sewer Force Main TS ......................... Traffic signal or transition structure SI ...................... International System of Units (Metric) TSC ............................................. Traffic signal conduit SPEC ..................................................... Specifications TSS ........................................... Traffic signal standard SPPWC ......................................... Standard Plans for TW .............................................................. Top of wall Public Works Construction TYP ................................................................... Typical SSPWC ............................ Standard Specifications for UE .............................................. Underground Electric Public Works Construction USA ................................... Underground Service Alert ST HWY ................................................. State highway VAR .................................................... Varies, Variable ST A ................................................................... Station VB ................................................................ Valve box STD ............................................................... Standard VC .......................................................... Vertical curve STR .................................................................. Straight VCP .................................................. Vitrified clay pipe STR GR ................................................ Straight grade VERT ............................................................... Vertical STRUC ......................................... Structural/Structure VOL. ................................................................. Volume SW ................................................................. Sidewalk VWD ...................................... Vallecitos Water District SWD ..................................................... Sidewalk drain W ...................... Water, Wider or Width, as applicable SY ............................................................. Square yard WATCH ............. Work Area Traffic Control Handbook T .................................................................. Telephone WI ........................................................... Wrought iron TAN ................................................................. Tangent WM .......................................................... Water meter TC .............................................................. Top of curb WPJ .......................................... Weakened plane joint TEL ............................................................. Telephone XCONN ............................................ Cross connection TF .......................................................... Top of footing XSEC ..................................................... Cross section TOPO ........................................................ Topography 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 ..................................................................................... Geo synthetic 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 1-4 UNITS OF MEASURE. 1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test requirements contained herein use SI units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S. Standard Measures in parenthesis may or may not be exactly equivalent. Reference is also made to ASTM E 380 for definitions of various units of the SI system and a more extensive set of conversion factors. l'\ •+' Revised 03/25/09 Contract No. 6607-3 Page 50 of 131 1-4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) SI Unit (Abbreviations) (Abbreviations) 1 mil (=0.001 in) .................................................................................... 25.4 micrometer (~1m) 1 inch (in) .............................................................................................. 25.4 millimeter (mm) 1 inch (in) .............................................................................................. 2.54 centimeter ~cm) 1 foot (ft) ............................................................................................... 0.3048 meter (m 1 yard (yd~······················································· ...................................... 0.9144 meter (m 1 mile (mi ........ 1 ................................................................................... 1.6093 kilometer (km) 1 square oot (ft )2 ................................................................................. 0.0929 square meter (m2) 1 square yard ~yd ) ............................................................................... 0.8361 square meter (rl) 1 cubic foot (ft '3-, .................................................................................. 0.0283 cubic meter (m ) 1 cubic yard {yd ) .................................................................................. 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 ounc:. mass (oz) .. : ......... : ................................................................... 0.02835 kilogra~ ( kg) 1 Ton (-2000 lb avorrdupoIs) ................................................................ 0.9072 Tonne (-907 kg) 1 Poise .................................................................................................. 0.1 pascal · second (Pa · s) 1 centistoke (cs) ................................................................................... 1 square milliir,eters per second (mm /s) 1 pound force (lbf) ................................................................................ 4.4482 Newton (N) 1 pounds per square inch (psi) ............................................................. 6.8948 Kilopascal (kPa) 1 pound force per foot (lbf/ft) ................................................................ 1.4594 Newton per 1 foot-pound force (ft-lbf) ...................................................................... 1~~~~ J~~~s (J) 1 foot-pound force per second ([ft-lbf]/s) .............................................. 1.3558 Watt (W) 1 part per million (ppm) ........................................................................ 1 milligram/liter (mg/L) Temperature Units and Abbreviations Degree Fahrenheit (°F): ....................................................................... Degree Celsius {°C): °F = (1.8 x °C) + 32 .............................................................................. °C = (°F -32)/1.8 1 Ampere (A) 1 Volt (V) 1 Candela ( cd) 1 Lumen (Im) 1 second (s) SI Units (abbreviation) Commonly Used in Both Systems Common Metric Prefixes il~}} ::: ::: :::::: lll 1-5 SYMBOLS L\ L. % I Delta, the central angle or angle between tangents Angle Percent Feet or minutes Inches or seconds Number / per or (between words) 0 Degree PL Property line CL Centerline SL Survey line or station line ,, •+;' Revised 03/25/09 Contract No. 6607-3 Page 51 of 131 SECTION 2 -SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids. 2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the Board, except that the Contractor may assign money due or which will accrue to it under the Contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the Work, should the Contractor be in default. 2-3 SUBCONTRACTS. 2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information: The Bidder shall set forth in the Bid, as provided in 4104: "(a) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater." "(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in his bid." If the Contractor fails to specify a Subcontractor, or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the Contractor's total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as otherwise provided in the Code. As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by procedures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor. Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing. ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 52 of 131 Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor's own organization. The Board shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a public hearing before the Board and shall be notified ten (10) days in advance of the time and location of said hearing. The determination of the City Council shall be final. 2-3.2 Additional Responsibility. The Contractor shall give personal attention to the 1fulfillment of the Contract and shall keep the Work under its control. The Contractor shall perform, with its own organization, Contract work amounting tc> 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. ,, • ., Revised 03/25/09 Contract No. 6607-3 PagE~ 53 of 131 The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following documents: 1) An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States. Should any bond become insufficient, the Contractor shall renew the bond within 1 0 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 set of drawings. The set is designated as City of Carlsbad Drawing No. 463-7 and consists of 5 sheets. Drawing No. 463-7, Sheet 3 of 6 is not a part of this contract. 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 ,., •+' Revised 03/25/09 Contract No. 6607-3 Page 54 of 131 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. 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 1the 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 Speciifications, 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) State of California Department of Transportation Standard Plans. 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. ,., •;, Revised 03/25/09 Contract No. 6607-3 Page, 55 of 131 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 materials and construction materials referred to in the CALTRANS specifications. The Invitation to Bid, Contract for Public Works, Part 1 of these Supplemental Provisions and Part 1 of the SSPWC, in the order of precedence in Section 2-5.2 of the SSPWC, shall prevail over the 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: l' •+;' Revised 03/25/09 Contract No. 6607-3 Page 56 of 131 "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." Title: By: -------------- Date: ___________ _ Company Name: _____________________________ _ 2-5.3.2 Working Drawings. Working drawinfJS are drawings showing details not shown on the Plans which are required to be designed by th1~ 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, thn3e of the copies will be returned to the Contractor. If revisions are required, the Engineer will re~turn 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: TABLE 2-5.3.2 (A) It em ec1on um S f N b er T"tl I e Sb" t U IJeC. 1 7-10.4.1 Safety Orders Trench Shoring 2 207-2.5 Joints Reinforced Concrete l:Jipe 3 207-8.4 Joints Vitrified Clay Pipe 4 207-10.2.1 General Fabricated Steel Pipe 5 300-3.2 Cofferdams Structure Excavation & Backfill 6 303-1.6.1 General Falsework 7 303-1.7.1 General Placing Reinforcement 8 303-3.1 General Prestressed Concrete Construction 9 304-1.1.1 Shop Drawings Structural Steel 10 304-1.1.2 Falsework Plans Structural Steel 11 304-2.1 General Metal Hand Railings 12 306-2.1 General Jacking Operations 13 306-3.1 General Tunneling Operations 14 306-3.4 Tunnel Supports Tunneling Operations 15 306-6 Remodeling Existing Sewer Facilities Polyethylene Liner Installation 16 306-8 Microtunneling Microtunneling Operations 17 307-4.3 Controller Cabinet Wirinq Diaqrams Traffic Signal Construction Working drawings listed above as Items 5, 6, a, 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. Supportinn information is information required by the Specifications for the purposes of administration of the Contract, analysis for verification of {'\ •+;' Revised 03/25/09 Contract No. 6607-3 Page 57 of 131 conformance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other information as may be required by the Engineer. Six copies of the supporting information shall be submitted to the Engineer prior to the start of the Work unless otherwise specified in the Special Provisions or directed by the Engineer. Supporting information for systems shall be bound together and include all manufactured items for the system. If resubmittal is not required, three copies will be returned to the Contractor. Supporting information shall consist of the following and is required unless otherwise specified in the Special Provisions: 1) List of Subcontractors per 2-3.2. 2) List of Materials per 4-1.4. 3) Certifications per 4-1.5. 4) Construction Schedule per 6-1. 5) Confined Space Entry Program per 7-10.4.4. 6) Concrete mix designs per 201-1.1. 7) Asphalt concrete mix designs per 203-6.1. 8) 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 (10) 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. 2-8 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 ,, •+' Revised 03/25/09 Contract No. 6607-3 Page 58 of 131 and facilities temporarily required. The Contractor shall indemnify and hold the Agency harmless from all claims for damages caused by such actions. 2-9 SURVEYING. 2-9.1 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California, hereinafter Surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the Surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by §§ 8772 and 8773, et seq. of the California Business and Professions Code. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer. 2-9.2 Survey Service. The Contractor shall hire and pay for the services of a Surveyor, hereinafter Surveyor to perform all work necessary for establishing control, construction staking, records research and all other surveying work necessary to construct the work, provide surveying services as required herein and provide surveying, drafting and other professional services 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 ,., •+; Revised 03/25/09 Contract No. 6607-3 Page 59 of 131 bearings and all other data needed to determine the procedure of survey and the degree of accuracy attained by the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not exceed 1 part in 40,000. The record of survey shall show the location and justification of location of all permanent monuments set and their relation to the street right-of-way. Record(s) of Survey(s) shall be submitted for the Engineer's review and approval before submittal to the County Surveyor and before submittal to the County Recorder. 2-9.2.2 Survey Requirements, Stakes shall be set at offsets approved by the Engineer at no greater intervals than specified in TABLE 2-9.2.2(A) as measured along the project stationing. Stakes shall be set to show the location and grade of future curbs adjacent to traffic signal locations where the curb is not being built as a part of this contract. Staking and marking shall be completed by the Surveyor and inspected and approved by the Engioeer 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. When curb and gutter does not exist and is not being installed as a part of the project the location of adjacent facilities being constructed as a part of the contract the Contractor shall place stakes defining the horizontal and vertical location of such adjacent utility vaults, poles or other facilities that are being installed as parts of, or adjunct to, the project either by the Contractor and/or those noted on the plans as to be installed by others. 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 s1000', 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, s 50' on tangents at clearing line 1' Horizontal painted line & s 25' on curves, Painted line -continuous on PCC &AC surfaces Slope RP+ Marker lntervisible and s 50' Grade Breaks 0.1' Vertical & Stake &s25' Horizontal Fence RP+ Marker s 200' on tangents, s 50' on curves when NIA 0.1' Horizontal Stake R~ 1000' & 25' on curves when Rs 1000' ( constant offset) Rough Grade Cuts RP+ Marker s 50' N/A 0.1' Vertical & or Fills~ 10 m Stake Horizontal (33') Final Grade RP+ Marker s 50' on tangents & curves when R~ 1000' & S22' "la" Horizontal & '/4° (includes top of: Stake, Blue-s 25' on curves when R s 1000' Vertical Basement soil, top in grading subbase and area base) Asphalt Pavement RP, paint on :s; 25' or as per the intersection grid points edge of "le" 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 & s 25', beginning and end, BC & as appropriate "le" Horizontal & ¼" Structures, Pipes Stake EC of facilities, Grade breaks, AliQnment Vertical ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 60 of 131 Feature Staked Stake Centerline or Parallel to Centerline Lateral Setting Tolerance Description Spacing©,$ Spacing <3>, C&> (Within) @ & similar breaks, Junctions, Inlets & similar facilities, F acilities<D, (J) Risers & similar facilities (except plumbing), Skewed cut-off lines Curb RP+ Marker ~ 25', BC & EC, at ¼6, 1/26 & ¾6 on curb ( constant "la" Horizontal & '// Stake returns & at bei:iinning & end offset) Vertical Traffic Signal <D Vertical locations shall be based on the ultimate elevation of curb and sidewalk Signal Poles & RP+ Marker at each pole & controller location as appropriate "la" Horizontal & // Controller <D Stake Vertical Junction Box <D RP+ Marker at each junction box location as appropriate "la" Horizontal & 1/4" Stake Vertical Conduit <D RP+ Marker :s; 50' on tangents & curves when R~ 1000' & as appropriate "la" Horizontal & when Stake :s; 25' on curves when R :s; 1000' or where depth cannot be grade :s; 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 "la" Horizontal & 1 // Stake+ Line box & wings & at each end of the local Vertical (when vertical Stake deoression ® data needed) Abutment Fill RP+ Marker :s; 50' & along end slopes & conic transitions as appropriate 0.1' Vertical & Stake+ Line Horizontal Stake Wall <D RP+ Marker :s; 50' and at beginning & end of: each wall, as appropriate // Horizontal & '// Stake+ Line BC & EC, layout line angle points, changes in Vertical Point +Guard footing dimensions &/or elevation & wall Stake heii:iht Maior Structure ® Footings, Bents, RP+ Marker 10' to 33' as required by the Engineer, BC & as appropriate ~fa" Horizontal & /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 1 O' to 33' sufficient to use string lines, BC & as appropriate "fa" Horizontal & // EC, transition points & at beginning & end. Elevation points on footings at bottom of columns Vertical Miscellaneous ® Contour Grading RP+ Marker :s; 50' along contour 0 .. 1' Vertical & (D Stake line Horizontal ~tilities <D, (J) RP+ Marker :s; 50' on tangents & curves when R~ 1000' & as appropriate "la" Horizontal & I/ Stake :s; 25' on curves when R :s; 1000' or where Vertical i:irade ~ 0.30% Channels, Dikes RP+ Marker intervisible & :s; 100', BC & EC of facilities, as appropriate 0.1' Horizontal & I/ & 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 & :s; 50', BC & EC of facilities, as appropriate 0.1' Horizontal & // 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 & // (D Stake end Vertical Markers <D RP+ Marker for asphalt street surfacing :s; 50' on tangents At marker // Horizontal Stake & curves when R~ 1000' & 5; 25' on curves location(s) when R :s; 1000'. Railings & RP+ Marker At beginning & end and :s; 50' on tangents & at railing & "la" Horizontal & Barriers <D Stake curves when R ~ 1000' & :s; 25' on curves barrier Vertical when R < 1000' location(s) l' •+' Revised 03/25/09 Contract No. 6607-3 Page 61 of 131 Feature Staked Stake Centerline or Parallel to Centerline Lateral Setting Tolerance Description Spacing©,~ Spacing®,~ (Within) @ AC Dikes <D RP+ Marker At beginning & end as appropriate 0.1' Horizontal & Stake Vertical Box Culverts 1 O' to 33' as required by the Engineer, BC & as appropriate ~la" Horizontal & /4" EC, transition points & at beginning & end. Elevation points on footinas & at invert Vertical Pavement RP 200' on tangents, 50' on curves when at pavement /4" Horizontal Markers<D R ~ 1000' & 25' on curves when R 5; 1000'. marker For PCC surfaced streets lane cold joints will location(s) suffice <D 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 G> 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. 5; means less than, or equal to, the number following the symbol. 0 The cut datum for storm drainage & sanitary sewer pipes & similar structures shall be their invert. The cut datum for all other utilities shall be the top of their pipe or conduit. 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) S Stak C I C d f C t f Stak" urvev e o or o e or ons rue 10n mg 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/Ora nae Clearina Limits of clearina Yellow/Black Grading Slope, intermediate slope, abutment fill, rough grade, contour grading, final Yellow grade, etc. Structure Bridi:ies, 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, autters, etc. Right-of-Way Fences, R/ W lines, easements, property monuments, etc. WhiteNellow Miscellaneous Signs, railings, barriers, lighting, etc. Orange * Flagging and marking cards, if used. 2-9.2.3 Payment for Survey, Payment for work performed to satisfy the requirements of Sections 2-9.1 through 2-9.2.2 shall be included in the actual bid items requiring the survey work and no additional payment will be made. Extension of unit prices for extra work shall include full compensation for attendant survey work and no additional payment will be made. Payment for the replacement of disturbed monuments and the filing of records of survey and/or corner records, including filing fees, shall be incidental to the work necessitating the disturbance of said monuments and no additional payment will be made. 2-9.3 Private Engineers. Surveying by private engineers on the Work shall conform to the quality and practice required by the Engineer. l" • .,.. Revised 03/25/09 Contract No. 6607-3 Page 62 of 131 2-9.4 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the Plans. Three consecutive points set on the same slope shall be used together so that any variation from a straight grade can be detected. Any such variation shall be reported to the Engineer. In the absence of such report, the Contractor shall be responsible for any error in the grade of the finished work. Grades for underground conduits will be set at the surface of the ground. The Contractor shall transfer them to the bottom of the trench. 2-10 AUTHORITY OF BOARD AND ENGINEER. The Board has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or an authorized representative. The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of material, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless otherwise ordered by the Board. 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 wor~; 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. ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 63 of 131 Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of the Contract. 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 l' •+' Revised 03/25/09 Contract No. 6607-3 Page 64 of 131 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. 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 C_ontractor 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 can not 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 can not be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for handling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3. 3-3 EXTRA WORK. 3-3.1 General. New or unforeseen work will be classified as "extra work" when the Engineer determines that it is not covered by Contract Unit Prices or stipulated unit prices. 3-3.2 Payment. 3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for the extra work based on the accumulation of costs as provided herein. 3-3.2.2 Basis for Establishing Costs. l'\ •+' Revised 03/25/09 Contract No. 6607-3 Page 65 of 131 (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. 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. ,, •+;' Revised 03/25/09 Contract No. 6607-3 Page 66 of 131 (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 ;::1dded 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. ,..._ •1 Revised 03/25/09 Contract No. 6607-3 Page 67 of 131 4. Describe other services and expenditures in such detail as the Agency may require. 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 11, or Class Ill disposal site in accor- dance 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. ,, •+; Revised 03/25/09 Contract No. 6607-3 Page 68 of 131 "The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code Sections 12650-12655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City's proposed final estimate in order for it to be further considered." Title: By: ----------------------------- 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. l' • ., Revised 03/25/09 Contract No. 6607-3 Page 69 of 131 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 20104) which is set forth below: ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS 20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency. (2) This article shall not apply to any claims resulting from a contract between a contractor and a public agency when the public agency has elected to resolve any disputes pursuant to Article 7 .1 (commencing with Section 10240) of Chapter 1 of Part 2. (b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except that "public work" does not include any work or improvement contracted for by the state or the Regents of the University of California. (2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency. (c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article. (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. ,, •+;' Revised 03/25/09 Contract No. 6607-3 Page 70 of 131 (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. 20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: (a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator. (b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration. (2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on ,, •+' Revised 03/25/09 Contract No. 6607-3 Page 71 of 131 any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3. 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 ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 72 of 131 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, 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 <)r 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. ,, •+' Revised 03/25/09 Contract No. 6607-3 Page 73 of 131 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 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. ,, •+;' Revised 03/25/09 Contract No. 6607-3 Page 74 of 131 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. 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 ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 75 of 131 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 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 con- tradiction, the assignable party, the Agency or the Contractor, shall bear all costs asso- ciated 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 assign- able 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. ,, •+; Revised 03/25/09 Contract No. 6607-3 Page 76 of 131 The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work. 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. A.II 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 l' •+' Revised 03/25/09 Contract No. 6607-3 Page 77 of 131 3. Provide other acceptable means to prevent embedment in or bonding to the concrete. Where concrete is used for backfill or for structures which would result in embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor's operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system. 5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as "abandoned" or "to be abandoned in place". Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, 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 ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 78 of 131 Engineer's approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor's convenience and no additional compensation will be allowed therefore or for additional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer. 5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans. The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities. If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5-1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the 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. 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 10 (ten) 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 l'\ •+;' Revised 03/25/09 Contract No. 6607-3 Page 79 of 131 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. 6-1.2.2 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. 6-1.2.3 Tabular Listing. As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a tabular listing of all of the activities, showing for each activity the identification number, the description, the duration, the early start, the early finish, the late start, the late finish, the total float, and all predecessor and successor activities for the activity described. 6-1.3 Preparation of Schedule Updates and Revisions. The Contractor shall meet with the Engineer during the last week of each month to agree upon each activity's schedule status and shall submit monthly updates of the Baseline Construction Schedule confirming the agreements no later than the fifth working day of the following month. The monthly update will be submitted on hard (paper) copy. 6-1.3.6 Bar Chart. 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. 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 ,, •+' Revised 03/25/09 Contract No. 6607-3 Page 80 of 131 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 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 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 "' •+' Revised 03/25/09 Contract No. 6607-3 Page 81 of 131 its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due. The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law. 6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority. 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such unforeseen events may include: war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifications. No extension of time will be granted for a delay caused by the Contractor's inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. the proof must be provided in a timely manner in accordance with the sequence of the Contractor's operations and the approved construction schedule. If delays beyond the Contractor's control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interests of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3. If delays beyond the Contractor's control are caused solely by action or inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2. 6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work. 6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have l'\ •+;' Revised 03/25/09 Contract No. 6607-3 Page 82 of 131 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 45 (forty five) 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 associa- tion, 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 7:00 a.m. and 4:00 p.m. on Mondays through Fridays, excluding Agency holidays. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work The Engineer may approve 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 . . , ~+' Revised 03/25/09 Contract No. 6607-3 Page 83 of 131 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 Two Hundred Fifty Dollars ($250.00). 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 $250 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 ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 84 of 131 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. 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. ,, •+' Revised 03/25/09 Contract No. 6607-3 Page 85 of 131 All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective. All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of the State of California. Policies issued by the State Compensation Fund meet the requirement for workers' compensation insurance. 7-5 PERMITS. Except as specified herein the Contractor will obtain, at 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 l"\ •+' Revised 03/25/09 Contract No. 6607-3 Page 86 of 131 or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work. Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the effect on the project, and any extension of time. 7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies during the relocation or construction of their lines. The Contractor may be granted a time extension if, in the opinion of the Engineer, a delay is caused by the utility company. No additional compensation will be made to the Contractor for any such delay. 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. When required by the Plans or Specifications, the Contractor shall furnish and operate a self- loading motor sweeper with spray nozzles at least once each working day for the purpose of 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. ,, •+' Revised 03/25/09 Contract No. 6607-3 Page 87 of 131 7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. 7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time, and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations. 7-8.4 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 99-08-DWQ, National Pollutant Discharge Elimination System (NPDES) General Permit Number CAS000002, 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. l'\ • ., Revised 03/25/09 Contract No. 6607-3 Page 88 of 131 7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The Contractor shall repair or replace all existing improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a portion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with 307-1.5. Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to Contractor's operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and covered with suitable mulch. The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access. The Contractor's operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided. Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer. Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossings of the Work at intervals not exceeding 90 m (300 feet), shall be maintained unless otherwise approved by the Engineer. Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to the extent that safe access may be provided, and the street is opened to ,, •+f Revised 03/25/09 Contract No. 6607-3 Page 89 of 131 local traffic, the Contractor shall immediately clear the street and driveways and provide and maintain access. The Contractor shall cooperate with the various parties involved in the delivery of mail and the collection and removal of trash and garbage to maintain existing schedules for these services. Grading operations, roadway excavation and fill construction shall be conducted by the Contractor in a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic. Unless otherwise authorized, work shall be performed in only one-half the roadway at one time. One half shall be kept open and unobstructed until the opposite side is ready for use. If one-half a street only is being improved, the other half shall be conditioned and maintained as a detour. The Contractor shall schedule the work so as to prevent damage by all traffic, including but not limited to mail delivery. The Contractor shall not schedule work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling the City's contracted waste disposal company, Coast Waste Management at 929-9417. During paving operations, the Contractors schedule for paving 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" for Alder Avenue and Appendix "B" for Marron Road. 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 l' •+' Revised 03/25/09 Contract No. 6607-3 Page 90 of 131 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 ac:tivities. 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. Construction equipment shall not be stored at the Work site before its actual use on lthe 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, flagpersons, 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. l'\ •+;' Revised 03/25/09 Contract No. 6607-3 Page 91 of 131 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. 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 l' • ., Revised 03/25/09 Contract No. 6607-3 Page 92 of 131 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 paved traffic lane, not less than 12' wide, shall be open for use by public traffic in each direction of travel. 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 Revision 1, as amended for use in California) published by CAL TRANS. 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. l'\ • ., Revised 03/25/09 Contract No. 6607-3 Page 93 of 131 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 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. The Contractor may choose to modify, add to or supplement the TCP shown on sheets 5 and 6 of Drawing DWG 463-7 of the contract documents or substitute TCP to further its own interests. Such substitution shall be prepared in type and kind as sheet(s) 5 and 6 of Drawing DWG 463-7. The level of detail, format, and graphics shall be of quality and size no less than shown on sheets 5 and 6 of Drawing DWG 463-7. Such modifications, supplements and/or new design of TCP shall meet the requirements of the Engineer and the California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as amended for use in California as published by CAL TRANS. Such modification, addition, supplement, and/or new design of TCP shall be prepared by a registered professional engineer appropriately registered in the State of California. The Engineer shall be the sole judge of the suitability and quality of any such modifications, supplements, and/or new designs to TCP. The Engineer may approve any such modifications, supplements, and/or new designs to the TCP when, in the Engineer's sole opinion, such modifications, supplements, and/or new designs to the TCP prepared by the registered professional engineer retained by the Contractor will be beneficial to the best interests of the Agency. Such modification, addition, supplement, and/or new design shall not be implemented and no work shall be commenced that is contingent on such approval until the changed TCP are approved by the Engineer. The preparation of such modification, addition, supplement, and/or new designs of TCP shall not presuppose their approval or obligate the Agency in any fashion. Submittal and review requirements for such modifications, supplements, and/or new designs to TCP shall conform to the requirements of Section 2-5.3 Shop Drawings and Submittals. 7-10.3. 7 Payment. The Contractor shall provide traffic control at the contract lump sum price bid. The contract lump sum price paid for "traffic control" shall include full compensation for l' •+' Revised 03/25/09 Contract No. 6607-3 Page 94 of 131 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. 7-10.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the Engineer, or as otherwise stated in the Specifications. Explosives shall be handled, used, and stored in accordance with all applicable regulations. The Engineer's approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations. 7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous substances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Section 5194 of the California Code of Regulations shall be requested by the Contractor from the manufacturer of any hazardous products used. Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label. {'\ • ., Revised 03/25/09 Contract No. 6607-3 Page 95 of 131 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 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 ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 96 of 131 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." SECTION 8-FACILITIES FOR AGENCY PERSONNEL 8-1 GENERAL. Field office for agency personnel is not required. 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. l'\ •+;' Revised 03/25/09 Contract No. 6607-3 Page 97 of 131 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 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 {'\ •+' Revised 03/25/09 Contract No. 6607-3 Page 98 of 131 reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability. Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such payment be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the Contract which may be damaged, lost, stolen or otherwise degraded in any way prior to acceptance of the Work, except as provided in Section 6- 10. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the "Notice of Completion." If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor's failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws. At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and retained by the Agency will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the Agency's payment procedure. Each month, the Engineer will make an approximate measurement of the work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar days after the closure date. Five (5) working days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor's information. Should the Contractor assert that additional payment is due, the Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt 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 ,, •+' Revised 03/25/09 Contract No. 6607-3 Page 99 of 131 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 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 ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 100 of 131 which written notice or protest is required under any provision of this contract including Sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor's claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying the claims. Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall proceed with informal dispute resolution under Section 3-5, Disputed Work, for those claims remaining in dispute. 9-3.3 Delivered Materials. When provided for in the Specifications, and subject to the limitation and conditions therein, the cost of materials and equipment delivered but not incorporated into the Work will be included in the progress estimate. 9-3.3.1 Delivered Materials. The cost of materials and equipment delivered but not incorporated into the work will not be included in the progress estimate. 9-3.4 Mobilization. When a bid item is included in the Proposal form for mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be included in the other items of work. 9-4 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: Mobilization (not to exceed $15,000) (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 construction schedule(s). 3. Establishment of all offices, buildings, construction yards, sanitary facilities, and any other facilities necessary for work at all project sites. ,, • .,. Revised 03/25/09 Contract No. 6607-3 Page 101 of 131 4. Posting all OSHA required notices and establishment of safety programs. 5. Posting all Department of Labor required notice, regulations and prevailing wages. 6. The movement of personnel, equipment, supplies, and incidentals to all project sites. 7. Developing and installing construction water supply. 8. Notification of residents and businesses No additional compensation will be allowed for additional mobilizations required, including but not limited to delays caused by the relocation of existing utility facilities shown on the Plans or discovered during construction operations. 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 deletion of work or the addition of extra work as provided for herein shall not affect the price paid for Mobilization. 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. 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 of the 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. Traffic Control (Bid Item No. 2) Lump Sum The Contract lump sum price paid for the traffic control system shall include full compensation for, but not limited to, furnishing all labor (including flagging costs), materials (including construction area signs), tools, equipment, traffic control plans and revisions for all sites including Alder Avenue (El Camino Real), Via Libertad, and Marron Road, 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. Full compensation for removing and salvaging the traffic control equipment and materials that are to be reused or reset in the project shall be considered as included in the Contract lump sum price paid for traffic control system and no additional compensation will be allowed therefore. ,, •+' Revised 03/25/09 Contract No. 6607-3 Page 102 of 131 Partial payment for traffic control shall be based on the percentage of total value of work completed on the other items listed under each schedule as of each progress pay estimate. Shoring and Bracing (Bid Item No. 3) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to furnish and install shoring and bracing in conformance with CALOSHA, the plans and the contract document. This includes all labor, material, equipment and supervision and no additional compensation will be made therefore. SWPPP (Bit Item 4) 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 therefore. 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. The lump sum bid price shall include payment of application and annual fees required by the SWRCB until the date of the projects' substantial completion and no additional compensation shall be allowed therefore. Construct 12-inch RCP (Bid Item No. 5) Linear Feet The contract unit price paid for this bid item shall constitute full compensation to furnish and install the pipe 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, and no additional compensation will be allowed therefore. 12-inch Cured-in-Place-Liner (Bid Item No. 6) Linear feet The contract unit price paid for this bid item shall constitute full compensation to furnish all labor, materials, and incidentals to perform the work to install Cured-in-place Pipeline liner in accordance with the contract documents. Work includes, but is not limited to furnishing submittals, furnishing and installing materials, curing materials, performing testing, re- establishing and sealing connections, providing notifications to affected property owners, cleanup, and all other work for a complete and fully functional installation. No additional compensation will be allowed therefore. 15-inch Cured-in-Place-Liner (Bid Item No. 7) Linear feet The contract unit price paid for this bid item shall constitute full compensation to furnish all labor, materials, and incidentals to perform the work to install Cured-in-place Pipeline liner in accordance with the contract documents. Work includes, but is not limited to furnishing submittals, furnishing and installing materials, curing materials, performing testing, re- establishing and sealing connections, providing notifications to affected property owners, cleanup, and all other work for a complete and fully functional installation. No additional compensation will be allowed therefore. 18-inch Cured-in-Place-Liner (Bid Item No. 8) Linear feet The contract unit price paid for this bid item shall constitute full compensation to furnish all labor, materials, and incidentals to perform the work to install Cured-in-place Pipeline liner in l'\ •+;' Revised 03/25/09 Contract No. 6607-3 Page 103 of 131 accordance with the contract documents. Work includes, but is not limited to furnishing submittals, furnishing and installing materials, curing materials, performing testing, re- establishing and sealing connections, providing notifications to affected property owners, cleanup, and all other work for a complete and fully functional installation. No additional compensation will be allowed therefore. Construct Storm Drain Cleanout Type A-4 per SDRSD D-9 (Bid Item No. 9) 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, sawcutting, and removing and replacing pavement, painting "No Dumping" per Appendix C, and no additional compensation will be allowed therefore. Construct Type B Curb Inlet per SDRSD D-2 (Bid Item No. 10) Each The contract unit price paid for this bid item shall constitute full compensation for all work needed to furnish and install Type 8-1 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, survey, extension of existing pipe if necessary, making connections, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement adjacent to curb inlet, painting "No Dumping" stencil per Appendix C, remove and replace curb and gutter, and no additional compensation will be allowed therefore. Construct Type C Curb Inlet per SDRSD D-3 (Bid Item No.11) Each The contract unit price paid for this bid item shall constitute full compensation for all work to furnish and install Type C Curb Inlet in accordance with Section 306-1, the detail on the plans and San Diego Regional Standard Drawing D-3, and with grate and local depression per CDS DS-1, and the contract documents. This includes, but is not limited to, survey, extension of existing pipe if necessary, making connections, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement adjacent to curb inlet, painting "No Dumping" stencil per Appendix C, remove and replace curb and gutter, and no additional compensation will be allowed therefore. Construct 24-lnch Drain Box (Bid Item No. 12) Each The contract unit price paid for this bid item shall constitute full compensation for all work needed to furnish and install 24" x 24" drain box with traffic grate per US Precast 2424VF-24 or Equal per Appendices D and E, in accordance with Section 306-1, the detail on the plans and San Diego Regional Standard Drawing D-8, and the contract documents. This includes, but is not limited to, survey, extension of existing pipe if necessary, making connections, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement adjacent to curb inlet, painting "No Dumping" stencil per Appendix C, remove and replace curb and gutter and sidewalk, and no additional compensation will be allowed therefore. Construct Concrete Curb and Gutter per SDRSD G-2 (Bid Item No. 13) Linear Feet The contract unit price paid for this bid item shall constitute full compensation for all work to furnish and install Concrete 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, survey, extension of existing pipe if necessary, making connections, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement adjacent to curb inlet, painting "No Dumping" per Appendix C, remove and replace curb and gutter, and no additional compensation will be allowed therefore. ,, • ., Revised 03/25/09 Contract No. 6607-3 Page 104 of 131 Construct AC Dike per SDRSD G-5 Type A (Bid Item No. 14) Linear Feet The contract unit price paid for this bid item shall constitute full compensation for all work to furnish and install AC Dike in accordance the detail on the plans and San Diego Regional Standard Drawing G-5 Type A, and the contract documents. This includes, but is not limited to, survey, excavation, forming, backfill, base material, compaction, sawcutting, and removing and replacing pavement adjacent, remove and replace curb and gutter and sidewalk, and no additional compensation will be allowed therefore. Pre-and Post-Construction CCTV Inspection (Bid Item No. 15) Lump Sum The contract unit price paid for this bid item shall constitute full compensation for all work to prepare and deliver pre-and post-construction CCTV inspection of the subject pipe rehabilitations in accordance with these contract documents. This includes, but is not limited to, providing equipment, camera set-up, taping, and delivery of DVD, and no additional compensation will be allowed therefore. Pre-Construction Video (Bid Item No. 16) Lump Sum The contract unit price paid for this bid item shall constitute full compensation for all work to prepare and deliver pre-construction video of the project area surrounding each construction area in accordance with these contract documents. This includes, but is not limited to, providing equipment, camera set-up, taping, and delivery of DVD, and no additional compensation will be allowed therefore. Private Property Improvement Restoration (Bid Item No. 17) Each The contract unit price paid for this bid item shall constitute full compensation for all work to protect in place and repair any damaged landscape in accordance with the plans and the contract documents. This includes, but is not limited to restoration of landscaping or items disturbed for construction, and no additional compensation will be allowed therefore. Point Repair (10-feet, Contingency Item) (Bid Item No. 18) Each The contract unit price paid for this bid item shall constitute full compensation for all work to furnish and provide point repairs in accordance with the contract documents. This includes, but is not limited to, survey, excavation, forming, backfill, and point repair, and no additional compensation will be allowed therefore. l' • ., Revised 03/25/09 Contract No. 6607-3 Page 105 of 131 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 2, CONSTRUCTION MATERIALS SECTION 201 -CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE TABLE 201-1.1.2(A) Modify as follows: TABLE 201-1.1.2(A) (3> PORTLAND CEMENT CONCRETE Type of Construction Concrete 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 310-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 required to be of higher strength by Table 201-1.1.2(A) SSPWC shall be as per Table 201-1.1.2(A) SSPWC. (2) As per Table 201-1.1.2(A) SSPWC. (3) Portions of Table 201-1.1.2(A) of the Standard Specifications for Public Works Construction not shown herein as changed are not affected by this table. 201-1.2.4 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 ½" continuous expansion joint at locations indicated on the plans and notes and shall be located either parallel to perpendicular to the curb line. When not otherwise indicated, all expansion joints located adjacent to colored concrete shall be sealant Type "A" and colored to match the color of the concrete surface. l'Yr_ •' Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 106 of 131 Contractor shall provide joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. Contractor shall submit product data from the manufacturer of each joint sealant product required, including instructions for joint preparation and joint sealer application. Contractor shall also submit samples for initial selection purposes in form of manufacturer's standard bead samples, consisting of strips of actual products showing full range of colors available, for each product exposed to view. Samples shall be submitted to Engineer. Submit complete schedule of type ( and location where type is to be used) of each sealant. Contractor shall engage an experienced installer who has completed joint sealant applications similar in material, design and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. Provide color selections made by Engineer from manufacturer's full range of standard colors for products of type indicated. Sealant color parallel to curbline shall match color of Paving Treatment Type "A" as specified in Section 201-1.2.4(a) of these Special Provisions. Joint sealants shall be multi-component polyurethane sealant. Except as otherwise indicated, provide manufacturer's standard, non-modified, 2-or-more-part, polyurethane-based, elastomeric sealant; complying with either ASTM-C-920-87, Type M, Grade P, Class 25, or FS TT-·S 0227E Class A, non-sag, Type II. 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.?(A). l'\ •ff Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 107 of 131 TABLE 201-3. 7(A) CURED HOT-MELT RUBBERIZED ASPHALT Property Measuring Standard (ASTM Results Designation) Cone Penetration ASTM D 3407, Sec. 5 3.5 mm, max. Flow, 60°C ASTM D 3407, Sec. 6 5 mm, max. Resilience ,ASTM D 3407, Sec. 8 25%, min. Softening Point, ASTM D36 82 °C, min. Ductility, ASTM D 113 300 mm, min. Flash Point, COC, °C ASTM D 92 288 °C, min. Viscosity, Brookfield ASTM D4402 2.5-3.5 Pa·s Thermosel, SECTION 203 -BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. ADD the following: Conditions 25°C, 150 g, 5 s 25°C 25°C, 50 mm/min No. 27 Spindle, rpm, 190°C, 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 D2-PG70-10 for dikes and class E-PG70-10 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 l'\ • ., Revised 7 /07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 108 of 131 20 or b. Marshall Stability1 in accordance with the Asphalt lnstitute's MS-2 fabricated and tested for traffic volume and shall be the average of three specimens. 1Only use Marshall Stability when the deviation between individual Hveem Stabilometer Values 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. add the following: 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. SECTION 207 -PIPE Add the following section: 207-25 UNDERGROUND UTILITY MARKING TAPE. Add the following section: 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 207-25.1 (A) and 207-25.1 (8). TABLE 207-25.1 (A) DETECTABLE UNDERGROUND UTILITY MARKING TAPE PROPERTIES Property Thickness Tensile strength Elonaation Printabilitv Flexibility Inks Message repeat Foil Top laver Bottom layer Adhesives Bond strength Colors l'\ •;, Revised 7/07 Method Value ASTM D2103 0114 mm (0.0056") ASTM D882 4500g/cm (25 lbs/inch) (5,500 PSI} ASTM D882-88 <50 percent at break ASTM D2578 >50 dynes/square centimeter ASTM D671-81 Pliable hand Manufacturing specifications Heat-set Mylex Manufacturina specifications Everv 500 mm(20") Manufacturing specifications Dead soft/annealed Manufacturing specifications Virgin PET Manufacturing specifications Virgin LOPE Manufacturing specifications >30 percent, solid 1.5#/R Boilina H2O at 100 dearees Celsius Five hours without peel APWACode See Table 207-25.1 (B) Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 109 of 131 TABLE 207-25.1(8) 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. Add the following section: 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. ,, • ., Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 110 of 131 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 3, CONSTRUCTION METHODS SECTION 300 -EARTHWORK 300-1 CLEARING AND GRUBBING. 300-1.1 General. add the following to the third paragraph: During surface clearing operations, the Contractor shall not cover or bury any plant growth or other objectionable materials. If the Contractor cannot successfully separate the plant growth from the surface soil and advertently or inadvertently mixes organic or other objectionable materials with the soil, the soil so contaminated shall be removed from the site by the Contractor. All costs, if any, associated with removing the soil mixed with organic or other objectionable materials and importing soil to replace said contaminated soil shall be borne by the Contractor and no additional payment therefore shall be made to the Contractor. 300-1.3 Removal and Disposal of Materials. add the following: 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. Delete the first sentence. 300-2 UNCLASSIFIED EXCAVATION. 300-2.2.1 General. add the following to the first paragraph: 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. 300-13 STORM WATER POLLUTION PREVENTION PLAN Add the following section: 300-13.1 Storm Water Pollution Prevention Plan. As part of the storm water pollution prevention work, the Contractor shall prepare and submit Storm Water Pollution Prevention Plan, hereafter referred to as the "SWPPP,". The SWPPP shall conform to the requirements of the "Greenbook" Standard Specifications for Public Works Construction, the requirements in the California Storm Water Quality Association, Stormwater Best Management Practice Handbook, Construction ("Handbook"), the requirements of the Permit, the requirements in the plans and these supplemental provisions. '-' •+;' Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page111 of131 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 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 ,, •;;' Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 112 of 131 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. Add the following section: 300-13-1.2 Availability of SWPPP template. Utilize California Stormwater Quality Association Stormwater Best Management Practice Handbook for Construction. Download template from www.cabmphandbooks.com Add the following section: 300-13.1.4 SWPPP 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, 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. l'\ • ., Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 113 of 131 Add the following section: 300-13.1.5 Maintenance. 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. SECTION 301 -TREATED SOIL, SU BG RADE 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. l'\ • ., Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 114 of 131 SECTION 302 ROADWAY SURFACING Add the following section: 302-11 AC Dike 302-11.1 General Requirement. Type 3D PG-70-10 grade asphalt shall be used for all dikes. 302-11.2 The combined aggregate grading for asphalt concrete placed for AC Dike shall con- form to that specified for the asphalt concrete placed on the traveled way, unless di- rected 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 ~sphalt binder used in the asphalt con- crete placed on the traveled way. 302-11.3 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. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.5.2 Curb. add the following: 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) TABLE 303-5.5.2(A) Curb Face Markin s T e of under round facilities Water Service Lateral Sewer Service Lateral Irrigation Water Lateral or Sleeve Markin w s RW 303-5.9 Measurement and Payment. add the following: 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 -UNDERGROUND CONDUIT CONSTRUCTION 306-1 OPEN TRENCH OPERATIONS Add the following section: 306-1.1.1 General. When the actual elevation or position of any existing pipe, conduit, or other underground appurtenances cannot be determined without excavation, the Contractor shall excavate and expose the existing improvement at the location shown on the Plans and any other locations deemed necessary by the Engineer. Such excavation shall be considered as part of the 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. ,, •+;' Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 115 of 131 306-1.1.2.1 Maximum Length of Open Trench. The first sentence of 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 single day. 306-1.1.5 Removal and Replacement of Surface Improvements. Subsection is hereby deleted and replaced with the following: 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: 306-1.1.7 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: 306-1.1.7.1 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 100] X LANES 1000 8 PS= [ ADT + EWL +DAYS+ 10 X WEEKEND+ 5 X NIGHTS+ 20 X WEATHER+ SPEED {mph)+ SLOPE X 100] X LANES 1000 5 where: PS ADT EWL DAYS WEEKEND NIGHTS = 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 {'\ •41' Revised 7 /07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 116 of 131 Saturday, Sunday and holiday nights. WEATHER = 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. SPEED = 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 num- ber 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 trenchless construction. Unless specifically noted in the provisions of the Engineer's approval, the use of steel plate bridging at each loc:ation so approved shall not exceed four (4) consecutive working days in any given week. Add the following section: 306-1.1.7.2 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: 306-1.1.7.3 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 l'l •+;' Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 117 of 131 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 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 ¾") 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: 306-1.1.7.4 Materials. The minimal thickness of steel plate bridging shall be as shown in Table 306-1.1.7.4(A) TABLE 306-1.1.7.4(A) REQUIRED PLATE THICKNESS FOR A GIVEN TRENCH WIDTH Maximum Trench Width llJ Minimum Plate Thickness 0.3 m (10") 13 mm '//) 0.6 m (23") 19mm ''¼") 0.8 m (31") 22mm '' Is") 1.0 m (41") 25mm 1 ") 1.6 m (63") 32 mm (1 ¼") .. (1) For spans greater than 1.6 m (5'), a structural design shall be prepared by a registered cIvII 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: 306-1.1.7.5 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. ,, • ., Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 118 of 131 306-1.2.4 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. 306-1.1 Backfill and Densification 306-1.3.1 General. add the following: Backfill is the material placed above the pipe zone, starting at the top of the bedding material. Soil removed from the excavation can be used for backfill, provided cobble and boulders exceeding four inches in maximum dimension, and any organically contaminated soils, are removed. Imported material to be used or backfill shall not contain rocks, greater than four inches in maximum dimension or organic debris, and shall have a sand equivalent of 30 or greater. The Contractor shall backfill and compact all trenches at the end of each working day. 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 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. 306-1.3.4 Compaction Requirements. delete Section 306-1.3.4 and replace with the following: The Contractor shall density trench backfill to a minimum of 90 percent relative com·paction 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 bull 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, temporary and permanent replacement of all concrete improvement and AC dike associated with the construction of storm drain, reestablishment of existing markings, striping and pavement markers, asphalt concrete, bedding for crossing utilities, videotape inspection, an all other work necessary to install storm drain pipe, complete and in place and no additional compensation shall be allowed therefor. l'\ • ., Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 119 of 131 306-5 ABANDONMENT OF CONDUITS AND STRUCTURES. Add the following: 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 per foot bid for pipe placement, and no additional payment will be made. SECTION 308-LANDSCAPE AND IRRIGATION INSTALLATION 308-1 GENERAL. Add the following: The contractor shall maintain all landscape and private property surrounding the construction to the greatest extent possible. Any landscape, plants, walls, or step stones disturbed shall be restored to a pre-construction condition. SECTION 312 -PAVEMENT MARKER PLACEMENT AND REMOVAL 312-1 PLACEMENT. Add the following to the third paragraph: 4) When being installed on asphalt concrete pavement sooner than 14 days after place- ment of the asphalt concrete pavement course on which the pavement markers are to be placed. Add the following section: 312-1.1 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 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. SECTION 313 -TEMPORARY TRAFFIC CONTROL DEVICES Add the following section: 313-1 TEMPORARY TRAFFIC PAVEMENT MARKERS. Add the following section: 313-1.1 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. 313-1.2 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 l' •.,-Revised 7/07 Contract No. 66031 Page 120 of 131 Ridgecrest Drive Storm Drain Rehabilitation 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: 313-1.3 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 (1000') 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 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: 313-2 TEMPORARY TRAFFIC SIGNING. Add the following section: 313-2.1 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: 313-2.2 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: 313-3 TEMPORARY RAILING (TYPE K) AND CRASH CUSHIONS. Add the following section: 313-3.1 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 tempor.ary sand- l'\ • ., Revised 7/07 Contract No. 66031 Page 121 of 131 Ridgecrest Drive Storm Drain Rehabilitation filled crash cushions units as shown on the plans. 313-3.1.1 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. 313-3.1.2 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 (3/s") thick plate welded on the upper end with a 5-mm (3/16") 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 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 100 mm in height and shall be located not more than 300 mm above the bottom of the rail panel. Add the following section. 313-3.1.3 Installation 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 (10') 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. ,, •+' Revised 7 /07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 122 of 131 Add the following section: 313-3.2 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 NCH RP 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. Add the following section: 313-4 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. Payment for installation and/or relocation of K-rails and crash cushions when not shown on the plans and requested by the Engineer shall be made per section 3-3, Extra Work, SSPWC. l'\ •+' Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 123 of 131 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 5, SYSTEM REHABILITATION SECTION 500 -PIPELINE 500-1.1.1 GENERAL: ADD the following: Pipeline rehabilitation construction of existing CMP or RCP storm drain shall be conducted the following: 1. Cured-in-place Pipe Liner (CIPP) shall conform to Section 500-1.4. All structural requirements as they pertain to each specific installation shall be approved by the CITY prior to installation. The CONTRACTOR shall comply with all confined space entry, and other safety regulations, including but not limited to CalOSHA, OSHA and NIOSH. The CONTRACTOR shall demonstrate that a minimum of five (5) miles, on a single project, of work similar in scope, has been successfully performed by the CONTRACTOR using the CONTRACTOR'S proposed rehabilitation system for this project. Should CIPP be utilized, the past project shall have used the proposed resin and felt combination. The Contractor's Project Manager and Superintendent shall be assigned full time to this project and be present in the City while WORK is being performed. The proposed Rehabilitation process shall be proven technology, which is defined as a minimum of 500,000 linear feet of successful wastewater collection system installations in the U.S. and must be documented to the satisfaction of the Owner. The Rehabilitation installation work done under this specification shall be subject to inspection by the CONSTRUCTION MANAGER. All parts of the work shall be accessible to the CONTRACT MANAGER. Defective work shall be corrected to the satisfaction of the CONTRACT MANAGER. ADD Subsection 500-1.1.1.1 DESIGN CRITERIA AND TESTING REQUIREMENTS: All pipe shall be designed per ASTM 1216 and 1743. All design calculations shall be provided to the Owner in the form of a submittal for review. The lining system utilized shall incorporate a seamless or fused (chemically or heat) seamed liner system between manholes and shall be a tight molded liner with an annulus gap not greater than 1/32 -inch. The cut ends of the mainline liner inside inlets shall be fully sealed between host pipe and the liner. l' • ., Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 124 of 131 500-1.1.2 SUBMITTALS: Add the following: Within 1 O days of issuance of Award of Contract, the CONTRACTOR shall submit manufacturer's certificate(s) indicating that the supplied materials meet the requirement of the Specifications, and a certificate of compliance from an independent, third part lab that proposed resin/tube composite meets the chemical resistance requirements of ASTM D5813 and that the creep reduction factor used for the long term flexural modulus calculation has been verified by testing per ASTM D790. The installation of the storm drain lining shall be performed by a CONTRACTOR li- censed/certified by the manufacture/owner of the process. The CONTRACTOR is required to submit for all manufacturers for which they are licensed/certified a copy of the license and a letter from the manufacture stating the name, address, point of contact, and telephone number for City's verification. Failure to provide this complete documentation within 10 calendar days of receipt of the Award of Contract will be cause for delay of contract award and will result in the bid being declared non-responsive. Within 10 days of issuance of Award of Contract, the CONTRACTOR shall submit contractual required documentation that a minimum of five (5) miles, on a single project, of work similar in scope for the CIPP rehabilitation methods proposed, has been successfully performed by the CONTRACTOR and its personnel assigned to the liner installation and curing, utilizing the CONTRACTOR'S proposed rehabilitation system for this project. The CONTRACTOR shall identify the employees i.e. Project Manager, Superintendent, Foreman, etc.; that will be assigned to this project and provide reference in the format presented in Appendix A. The CONTRACTOR'S Project Manager and Superintendent shall be assigned full time to this project and be present in the City while work is being performed. Within 10 days of issuance of Award of Contract, the CONTRACTOR shall submit contractual required documentation of 500,000 linear feet of successful wastewater collection system installations in the U.S. of the proposed rehabilitation system to satisfy the contractual requirement of the products commercial viability and CONTRACTOR capability. (See Appendix A for the required format for this submittal). Within five (5) days after Award of Contract, the CONTRACTOR shall submit to the City, Design Calculations for the pipe liner for approval. The Design Calculations shall be in accordance with ASTM F1216, Appendix X1 for fully deteriorated pipe. The pipe liner shall be designed to support hydraulic, soil, and live loads based on a minimum 1 O' burial depth to top of pipe and highway loading per AASHTO. If local conditions impose greater loads, the greater loads shall be used. Local conditions may include depth greater than 10 feet, groundwater or other loadings. Prior to rehabilitation, the CONTRACTOR shall submit drawings of construction details and all other submittals per 2-5.3. The shop drawings shall include the location and method of rehabilitation with sufficient detail to assure that the work can be accomplished without damage to the surrounding area. For CIPP Glass Reinforced Plastic (GRP) liner, the shop drawings shall detail short and long term properties (providing all supporting rest data) of all component materials and construction and recommendations for material storage and temperature control, CIPP liner handling, insertion, curing, trimming and finishing. The submittal shall also include structural calculations for the liner size, the recommended thicknesses, and the method and equipment used. Provide ,, •+;' Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 125 of 131 detail method for addressing sampling requirements, including manufacturer's recommended installation procedures. At each repair location, at least two days prior to commencing the rehabilitation work, the CONTRACTOR shall submit written verification the pipe sections to be rehabilitated are free of obstructions, debris and is suitable for performing the pipe liner restoration repairs. 500-1.1.4 CLEANING AND PRELIMINARY INSPECTION: DELETE the last sentence of the last paragraph and ADD the following: Should hazardous waste material be encountered, the CONTRACTOR shall be responsible for developing a health and safety plan for the handling and disposal of hazardous waste. Any hazardous waste material encountered during the project shall be placed on eight (8) mil plastic sheet and covered with eight (8) mil plastic sheet. The CONTRACTOR shall protect any hazardous waste from contaminating the area due to any surface runoff and/or precipitation. The Contractor shall dispose of the waste at a landfill approved by the City. If temporary stockpiling of hazardous waste is allowed by the Engineer, the CONTRACTOR shall contain the waste in a fenced area that is inaccessible to the general public. · The CONTRACTOR shall examine the site conditions to determine if pipeline re-cleaning may be necessary immediately prior to pipeline rehabilitation. Site conditions include, but are not limited to size of pipe, type of pipe, age, and conditions of pipe, grade, flow conditions, weather conditions, locations and number of feeder lines connecting to the line to be rehabilitated and the type of rehabilitation method chosen are all important considerations for determining the maximum allowable time lapse between line cleaning and line rehabilitation. The CONTRACTOR shall examine the site conditions. Site conditions include, but are not limited to size, of pipe, type of pipe, age and condition of pipe, grade, flow conditions, weather conditions, location, and the type of rehabilitation method chosen and are all important considerations for determining the maximum allowable time lapse between line cleaning and line rehabilitation. 500-1.1.5 TELEVISION INSPECTION: ADD the following: The CONTRACTOR shall videotape the pipeline and submit on DVD format for OWNER's review at the following: • Pre-construction of areas adjacent to construction • post cleaning of the storm drain, • post lining of the storm drain • final video shall include: post main lining, and post sealing of mainline cut ends at inlets. Final videotaping shall be performed after complete system installation and five (5) days prior to the final walk through inspection. Final color video shall be submitted on DVD format. The camera head shall have a rotary head with rotational, pan and tilt movement in order to allow a full circumferential inspection and observe all portions of the pipeline. It shall have a high resolution lens capable of spanning 360 degrees circumference and 270 degrees on a horizontal axis to televise pipelines. Optical focal distance shall be adjustable through a range of 1-inch to infinity. The camera source image capture shall provide a high resolution image with a minimum of 320x240 pixels capture. The camera shall clearly show all conditions and defects. ,, • ., Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 126 of 131 The purpose of the rotating head camera is to view all service connections, and to locate all defects, as well as any pipeline problem conditions. The CONTRACTOR shall stop for at least 15 seconds to properly document the condition of the lateral, size and location, and observed structural defects such as misalignment, offset joints, protruding lateral taps, cracked pipe, roots in pipe, roots from laterals, sages in profile, and other pertinent observations as they are encountered. The camera will pause as necessary and pan/tilUrotate to clearly show manhole condition and structural defects from the channel and lower manhole area to the upper manhole area as viewable by the camera. The video shall be of a high resolution quality, to be viewed on DVD reader system. Lettering 3/8-inch high and internal approval stamps of pipe manufacturers shall be clearly readable on the video. Continuously displayed on the monitors and recorded on the video shall be the date of the survey, number designation of the manhole section being surveyed, identified fault conditions and a continuous forward and reverse read-out of the camera distance form the manhole of the reference. Pipe conditional and fault information tied to pipe location shall also be recorded in the Report Access database record associated with each video. This information shall be in tabular form, and include but not be limited to the following information: pipeline run from upstream to downstream manhole, location of defects in feet from upstream manhole, descriptic,n of the defect, and other pertinent information. Location records shall also show all lateral connections. The camera operator shall record all fault conditions and other required information as an audio commentary on the tape. The audio portion of the file shall be sufficiently free from electrical interference and/or background noise so that the narration is completely intelligible. The audio shall remain accurate to the original source voice through the digital video processing. The audio narrative shall describe all notable defects found including the location in feet from the upstream manhole and type of each defect. A QA/QC procedure by the CONTRACTOR shall be developed to ensure high quality results from the televising. The CONTRACTOR shall provide reports of inspection results of pipeline televising and conditional assessments utilizing reporting software that is compatible with OWNER format requirements. The reporting software shall utilize a Microsoft Access Database. The inspection reports· shall incorporate and utilize a standardized NASSCO PACP rating system to be provided for comprehensive evaluation of pipeline and/or manhole condition, i.e. a standardized listing of facility condition and defect codes. The report shall utilize a Microsoft Access Database. The CONTRACTOR shall provide digital photos of representative pipeline conditions, captured during the CCTV televising. Representative photos of pipeline conditions shall be taken with a minimum of four (4) photos for every section of pipeline between manholes. In addition, photos shall be taken of serious defect locations, with these defects to be defined by the OWNER. When these conditions are noted, the CONTRACTOR shall notify the OWNER of the need for emergency repair requirements. The Digital photo files shall be annotated with the pipeline number and station of the defect. Photos shall be attached to the inspection reports to be provided in both hard copy and in an electronic format consistent with OWNER requirements. Within two (2) working days after the television inspection of each individual reach documented on a particular videotape, the CONTRACTOR shall deliver to the ENGINEER the DVD for ,., • ., Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 127 of 131 review. Three (3) working days shall be allowed for the City to judge whether the deficiencies are repairable, in place. If the judgment is made that the deficiencies are non-repairable in place, the affected portion(s) shall be reconstructed. Due to the nature of the work, the CONTRACTOR shall provide a self-propelled camera, capable of extended videotaping lengths and operation in remotely accessed areas without direct vehicular access. The CONTRACTOR shall provide all video (with audio) in digital file format on DVDs. The CONTRACTOR shall provide an initial submittal at the start of televising work demonstrating the typical video and audio quality to be provided for approval by the OWNER. This submittal shall note any proposed changes to the specification listed below regarding video format, data processing compression or other condition for review and approval by the OWNER. One file shall be provided for each manhole to manhole pipe segment (or for each manhole to manhole inspection video). The filename shall incorporate the unique facility identifier (to be provided by the OWNER) and the date of the inspection. The facility identifier numbers will be manhole numbers, with adjacent manhole numbers identifying pipe sections. A single video record on DVD disc shall be provided for each pipe section. The camera source image capture shall provide a high resolution image with minimum of 320x240 pixels capture. The video shall be at least 23.97 frames per second. The video will be captured and compressed so as to reduce file size as much as possible while still meeting the needs of the OWNER. The compression shall be per MPEG-2 format. The video files shall be highly compressed, resulting in an anticipated average file size of 1 O MB per minute of video. The compression shall not significantly degrade the still frame quality of the video or audio signal from the original source video, as judged in a side by side viewing under normal viewing conditions. OWNER staff will be responsible for integrating the digital files within applications to facilitate access and vexing of the video files by end users. Continuously displayed and recorded on the final video shall be the actual ID of the newly rehabilitated pipe shown. The pipe size shall be determined by field measurement of the installed system. 500-1.1.6 SAMPLING, TESTING AND INSTALLATION: Add the following: The CONTRACTOR shall perform tests on all rehabilitated facilities and submit test results for the review and approval of the Engineer. Pipe sections for sampling shall be produced by the restrained sample method at a location of convenient access, unless other methods are approved in writing by the Engineer. Pipe liner samples shall be prepared and physical properties tested in accordance with either ASTM F1216, ASTM F1743, and/or ASTM F2019. The flexural properties must meet or exceed the values listed in Table 1 of the applicable ASTM. Wall thickness of samples shall be determined as described in paragraph 8.1.6 of ASTM F17 43. Visual inspection of the pipe liner shall be in accordance with ASTM F17 43, Section 8.6. l' •;,' Revised 7/07 Contract No. 66031 Ridgecrest Drive Storm Drain Rehabilitation Page 128 of 131 The following parameters shall be assumed for the GRP liner design: 1. Modulus of soil reaction, E's= 1,500 psi (fully deteriorated) 2. Unit weight of soil= 140pcf 3. The minimum ovality for straight runs shall be 2.0 percent 4. ASSHTO H20 traffic loads 5. AREMA E-80 railroad loads 6. No allowance for ground water 7. . Factor of Safety, N=2.0 For CIPP using GRP liner, the wall thickness of the material tube shall be ordered to the next standard 1.0 mm incremental thickness above the minimum calculated design thickness. Unless otherwise specified to provide for excess resin migration, the gap thickness of the wetting-out equipment shall be sized to allow an excess of 5 to 10 percent resin to pass during impregnation. The minimum wall thickness shall be determined at a minimum of three locations on a cut section of the GRP flat plate sample using a method of measurement accurate to the nearest 0.005 inch. The cured sample shall be tested by an independent testing laboratory, as recommended by the CIPP liner manufacturer and approved by the Engineer, for the bending and tensile properties, as per ASTM D790 and ASTM D638 respectively. Unless otherwise noted, no separate compensation will be paid for testing; the testing costs are to be included in the related pay items. If the work shall fail to pass the tests, it is the Contractor's responsibility to correct the work and re-test with no additional compensation to the City. If within the warranty period, any section of the storm drain system is not acceptable due to subsequent excessive leakage or any other defects, although originally accepted, the Contractor shall repair or replace the affected portion at no cost to the City. It is understood that wrinkles in the finished liner pipe with GRP which cause a backwater of one (1) inch or more or reduce the hydraulic capacity of the pipe (Wrinkles which exceed five (5) percent of the pipe diameter) are unacceptable and shall be removed or repaired by the Contractor at no additional cost to the Owner, Wrinkles in the finished liner pipe that reduce the structural stability of the pipe are unacceptable. If a void between the wrinkle and the pipe exists, the Contractor shall repair or replace that section of the pipe at no additional cost to the Owner. Methods of repair shall be proposed by the Contractor and submitted to the Engineer for review. If the Contractor fails to do such work as required, the Surety shall be liable for said costs of repair or replacement. 500-1.4.1 GENERAL: Revise the first sentence to Read: CIPP liner for rehabilitation of pipelines shall use an approved vinylester-resin-impregnated flexible tube installed by an inversion method using a hydrostatic head per ASTM F1216 or a pull in method per ASTM F1743, or a resin impregnated fiberglass (GRP) material tube with a plastic coated wearing surface per ASTM F2019 and F1216. CIPP GRP liner shall be Light Stream TM as manufactured by International Pipe Lining Technologies, or approved equal. The minimum thickness for flexible tube shall comply with ASTM F1216, and F2019 and section 500-1.1.6 of these special provisions. {'\ •+' Revised 03/25/09 Contract No. 6607-3 Page 129 of 131 500-1.4.2 MATERIAL COMPOSITION AND TESTING: Add the following: Vinylester resign-impregnated CIPP liner felt shall have the following minimum physical properties: Flexural Strength (ASTMD 790) Flexural Modulus (ASTMD 790) Initial: Long Term: 4,500 psi 250,000 psi 125,000 psi GRP liner shall have the following minimum initial physical properties: Flexural Strength (ASTMD 790) Flexural Modulus (ASTMD790) 25,000 psi 1,300,000 psi The CIPP shall be designed as per ASTM F 1216, Appendix X1, with the following additional requirements: The CIPP design shall assume no bonding the original wall pipe. External Hydrostatic Design -Acceptable third party testing and verification of the enhancement factor, K, (equation 1-ASTM F 1216) shall be submitted the manufacturer and/or liner product. Sections 500-1.2.6, 500-1.4.4 and 500-1.4.6 are hereby added: 500-1.2.6-INSTALLATION and FIELD INSPECTION: Add the following: CIPP using GRP liner installations requirements: The contractor shall not "wet-out" inliner at the construction site because of external influences such as heat, no possibilities to control vacuum and correct mixture of resin. The Contractor shall ensure that the pressure inside of the CIPP tube exceeds the pressure due to groundwater. The liner shall be installed by the pull/winch method. The contractor shall make sure that at no time resin can come in contact to the groundwater in cause of environmental issues. Preparing the old pipe or inversion of a preliner is part of the installation and is included without any additional costs. Pull/Winch Method: Prior to pulling the inliner in a protective foil has to be installed. The inliner tube shall be impregnated with resin and lowered into the manhole/inlet. The tube shall then be pulled into position within the existing pipe with the aid of a power winch that is equipped with a device to monitor the force and prevent excessive tension and tube elongation as determined by the liner manufacturer. The pipe shall then be inflated with air. The inliner has to be inspected immediately before starting the curing process. l'\ •+;' Revised 03/25/09 Contract No. 6607-3 Page 130 of 131 500.1.4.4 CHEMICAL RESISTANCE: Add the following:: For GRP liner the chemical resistance tests should be completed in accordance with Test Method D543. Exposure should be for a minimum of one _month at 73.4 degrees F. During this period, the CIPP test specimens should lost no more than 20 percent of their initial flexural strength and flexural modulus when tested in accordance with Section 8 of ASTM F 1216 or ASTM F1743, whichever is applicable, when subjected the following solutions: Chemical Solution ap ater p Nitric Acid Phosphoric Acid Sulfuric Acid Gasoline Vegetable Oil Detergent Soa Concentra- tion ercent 5 10 10 100 100 0.1 0.1 Proof of meeting these requirements shall be provided the engineer for approval at least seven (7) days prior to.commencement of work. 500-1.4.6 CURING-Add the following: For CIPP using GRP liner, pre-curing video inspection of the inflated liner must be recorder and the entire length of the liner must be recorded including the liner section that the light chain occupies at any one time. Two cameras must be located on the light chain, on the front: and one on the rear of the light chain to insure the entire length of the liner has been properly inflated and any liner problems can be identified as the light curing device moves in the curing direction. Curing must be done under UV light only. The curing process shall follow a sep cure i0r similar approach recommended by the manufacturer and approved by the Engineer, and shall be held at the top step for an adequate length of time as determined by the liner manufacturer to ensure that he design physical properties are attained. Pressure temperature and curing process shall be monitored by both, computer and video at any time as determined by the liner manufacturer. A procuring video must be supplied of two views, one view of pre-liner inspection and the other a forward video during the curing process itself. ADD: 500-1.4.9 Defect Tolerances: During post installation video the new liner shall be examined to determine the existence of liner defects. Liner defects shall include but not be limited to fins, wrinkles, imperfections, areas of uncured resin, or areas of incomplete resin impregnation. A fin or wrinkle shall be defined as a defect when it penetrates inside the pipe more than 1.50 inch from the inside wall curvature of the new liner that is juxtaposed to the fin or wrinkle. A remedial repair and/or replacement action plan shall be submitted by the Contractor to the Owner for review and approval for ANY defect prior to any corrective action. Failure to obtain Owner's approval of the corrective plan may result in rejection of the liner and replacement with a new liner or a new pipe (if required). 500-2.1.2 MEASUREMENT AND PAYMENT: ADD the following: The Contractor Unit Price bid shall also include the pipeline high-pressure water blasting and cleaning, and testing. l' •+;' Revised 03/25/09 Contract No. 6607-3 Page 131 of 131 APPENDIX A APPENDIX "A" CITY OF CARLSBAD ALDER AVENUE STORM DRAIN REPLACEMENT 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, reconstruction of the Alder Avenue Storm Drain is scheduled in your neighborhood. This construction will require the partial closing of Alder Avenue cul-de-sac from the intersection of Holly Brae Lane for several weeks from MM/DD/09 to MM/DD/09 between the hours of XX PM to XX AM Monday through Friday. In order to keep the street open, no on-street parking will be permitted between XX.PM and XXAM Monday night through Friday. When walking to and from your car, remember not to walk on the newly paved street or you will have black residue on the bottom of your shoes. Please do not drive, walk on, walk pets, play, or skate on the new asphalt. Also, please refrain from watering your lawns, washing cars, etc., approximately 6-8 hours after the asphalt is laid as running water will cause damage to the new surface. 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 APPENDIX "B" CITY OF CARLSBAD MARRON ROAD STORM DRAIN REPLACEMENT 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, reconstruction of the Marron Road Storm Drain is scheduled in your neighborhood. This construction will require the partial closing of a portion of Marron Road in the vicinity of the MTDB Transit Center entrance at the Plaza Camino Real Shopping Center for several weeks from MM/DD/09 to MM/DD/09 between the hours of XX AM to XX PM. In order to keep the street open, no on-street parking will be permitted between XX AM and XX PM Monday through Friday. When walking to and from your car, remember not to walk on the newly paved street or you will have black residue on the bottom of your shoes. Please do not drive, walk on, walk pets, play, or skate on the new asphalt. Also, please refrain from watering your lawns, washing cars, etc., approximately 6-8 hours after the asphalt is laid as running water will cause damage to the new surface. 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. APPENDIX C 12" APPENDIX "C" N01ES: 1. STEWCJL SHALL B£ STA/Nf..f"SS STEEL AS7M B127 MONEl OR fQUAL 2, IM-!(7f PA/l'ff SHAlL Bf f'J{W-WA1Er? BASf Sm/PINC PA/(IIT APPUED 1S MILS ~ FU.M THICKNESS. J, OKl'/ER5li/P OF S7fNr.Jl SHALL BE TRANSffRREO m 7H£ CITY AT 7H[ END CF mE JOB. PAINT COLOR: WHl1l: STENCIL BY: PIPELINE PRODUCTS SAN MARCOS,~ PH: 1-8fJO.llBIJ.107'9 STENCIL TYPE "A II FOR USE ON STANDARD SIZE BOX ENC) DUMPING ~ 1~ = f __ L __ , i ----· .... _,,,,,,-• ._____ -~ ~ ~ D I~ J.\ I N S TC) C) CE J.\ N -----------24"------------ APPENDIX D APPENDIX "D" CONFIGURATION BLOCK PART NO .2424\/F-24 2424XF 2424CSTG 2424GS1F 2424GSTFA DESCRIPTIONS EIGHT BASE W/ FRAME 24' EXT. W/ FRAME 6" TRAFFIC COVER GALV. 21/4' TRAFFIC GRATE 21/4' TRAFFIC GRATE ADA 21/4' TRAFFIC COVER TRAFFIC GRATE EXTENSION (OPTIONAL) BASE SECTION WEIGHT DESCRIPTION: 24" X 24" X 24" DRAIN BOX, TRAFFIC WEIOHT: SEE CONFIG, BLK. CONCRETE: 8,000 PSI WWW.SDPC,COM NPOA CDITIPIKD PLANT 2424VF-24 APPENDIX E FRAME AND GRATE---~ 'ASSEMBLY AVAILABLE IN TRAFFIC OR PEDESTRIAN MODELS LOOSE FRAME PAVING NOTCH 3" (TRAFFIC) 1 1 /2" (PEDESTRIAN) 18"x31" THIN WALL- KNOCKOUTS SLEDGE OUT AS REQUIRED, (TYP. 4 PLACES) APPENDIX "E" EXTENSION MODEL NO. RS242406 RS242412 BOX DESIGN LOAD: H-20 TRAFFIC FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. 9/23/02 Ol2◄24.d"'I C> Z002 Jensen Precost C WEIG.HT 6" I 300 LBS. 12" I 600 LBS. 24"x24" DROP INLET DROP N.l:T MODEL NO. Dl242436 Dl242448 JB OUTSIDE HEIGHT OF BOX > A 36" 48" B 42" 54" *WEIGHT 1900 LBS. 2500 LBS. *sox ONLY J OPTIONAL C EXTENSION 1 _HEIGHT JIERliliff PIIECMT•